136 137 138gis.dot.nh.gov/bridge_plan/151-181-winchester.2013-8-asb.pdfmid = middle min = minimum ns...

STATE OF NEW HAMPSHIREDEPARTMENT OF TRANSPORTATION * BUREAU OF BRIDGE DESIGN

BRIDGE NO. STATE PROJECTTOWN

LOCATION

REVISIONS AFTER PROPOSAL

SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE

ISSUE DATE FEDERAL PROJECT NO. SHEET NO. TOTAL SHEETS

FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

PLAN

SCALE: 1" = 10’-0"

SCALE: 1" = 10’-0"

ELEVATION

* = RADIAL DIMENSION

1. DRAINAGE AREA: 330 SQUARE MILES

2. DESIGN FLOOD: 7930 CFS

3. DESIGN VELOCITY: 3.0 FPS

4. DESIGN FLOOD HEIGHT: 22.4 FEET OF WATER TO ELEVATION 452.5

5. BRIDGE WATERWAY OPENING: 2690 SQ. FT. BELOW Q100 ELEVATION

HYDRAULIC DATA

SUBDIRECTORY

BRD\BRSITE 12906Genplan

.DGN LOCATOR

NH ROUTE 10 over ASHUELOT RIVER

WINCHESTER & SWANZEY

GENERAL PLAN AND ELEVATION

151\181 12906

1 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10917------------

5/13SMG

SMG 8/11

8/11SRL

AS NOTED

136 137 138

PC 135+43.85

F.G. EL. 469.66

STA. 135+76.00

F.G. EL. 470.24

STA. 136+33.63

F.G. EL. 471.34

STA. 137+43.63

F.G. EL. 471.91

STA. 138+01.02

(EXP)

À BRG. ABUT. A

(EXP)

À BRG. ABUT. B

(EXP)

À BRG. PIER 1

(EXP)

À BRG. PIER 2

ALONG CONSTRUCTION CHORD

57’-6" C-C BRG


57’-6" C-C BRG


110’-0" C-C BRG

(TYP)

FACE OF RAIL

(TYP)

FACE OF CURB

À CONSTRUCTION

CONSTRUCTION CHORD

* 1’-3�"

MAX. OFFSET

SLAB (TYP)

3’-0" SLEEPER

ı

39’-

0"

OU

T-

TO-

OU

T

ı

17’-

6"

ı

17’-

6"

(T

YP)

ı

6"

(T

YP)

ı

2’-

0"

(TYP)

7°-00’-00" SKEW

RI

VE

R

AS

HU

EL

OT

NH ROUTE 10 (RELOCATED)

TO SWANZEY

TO WINCHESTER

1� :1

1� :1

2:1

3� :1

2:1

3:1

1� :1

1� :1

3:1

1� :1

N

1� :1

E = 16.94’

L = 821.92’

R = 5000.00’

T = 411.89’

˙ = 9°-25’-06.6" RT

E = 800460.68

N = 125489.63

PI= 139+55.74

Curve No. 2

APPROACH SLAB

20’-0" MIN

(TYP)

1� :1

1� :1

1� :1

1� :1

1� :1

1� :1

1� :1

1� :1

EL. 451.5

łEL. 452.5

ø



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

DESIGN LOADS, MATERIALS AND SPECIFICATIONS

1. DESIGN LOADING: HL-93

2. DESIGN METHOD: LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

NHDOT 2010 STANDARD SPECIFICATIONS AS AMENDED

3. SPECIFICATIONS: AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS 2012 AS AMENDED

AND WINGWALL CAPS.

APPROACH SLAB DOWELS, ABUTMENT DIAPHRAGMS, SLEEPER SLABS,

EPOXY COATED BARS: DECK, BRUSH CURBS, APPROACH SLABS,

5. REINFORCING STEEL: AASHTO M31 (ASTM A 615) GRADE 60

ZONE = 1

SITE CLASS = D

8. SEISMIC: PEAK GROUND ACCELERATION (PGA) = 6.4%

SET OF EXISTING PLANS WILL BE FORWARDED TO THE CONTRACTOR UPON REQUEST.

OFFICE, DURING THE BIDDING PERIOD. AFTER THE CONTRACT HAS BEEN AWARDED, A COMPLETE

1. EXISTING PLANS (FILE NO. U-33) MAY BE VIEWED AT THE NHDOT, BUREAU OF BRIDGE DESIGN

NOTED.

3. ITEM 585.21, STONE FILL, CLASS B (BRIDGE), SHALL BE 2’-0" THICK, UNLESS OTHERWISE

4. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED �", UNLESS NOTED OTHERWISE.

PERMIT THE STATE TO TEMPORARILY RELOCATE THE AFFECTED MARKER.

THE CONTRACTOR SHALL NOTIFY THE ENGINEER SUFFICIENTLY IN ADVANCE OF THE WORK TO

POINTS MUST NOT BE DISTURBED. WHEN THE WORK CALLED FOR INVOLVES DISTURBING A DISC,

5. ALL EXISTING BRONZE DISCS REPRESENTING STATE BENCHMARKS OR SURVEY TRIANGULATION

7. FOR BORING NOTES, SEE BRIDGE SHEET 7.

9. FOR DECK SLAB ELEVATION NOTES, SEE BRIDGE SHEET 27.

BRIDGE REMOVAL NOTES

REMOVAL OPERATIONS.

DOCUMENTATION, IN ACCORDANCE WITH SECTION 105.02, PRIOR TO THE COMMENCEMENT OF ANY

1. THE CONTRACTOR’S METHOD FOR REMOVAL OF THE EXISTING BRIDGE SHALL BE SUBMITTED FOR

ROADWAY AND BRIDGE CONSTRUCTION SECTIONS 207 AND 504 AS APPROPRIATE.

BE COMPLETELY REMOVED UNDER THE PROVISIONS OF NHDOT STANDARD SPECIFICATIONS FOR

4. THE EXISTING BRIDGE SUBSTRUCTURES WITHIN THE BRIDGE AND CHANNEL EXCAVATION SHALL

FOR ROAD AND BRIDGE CONSTRUCTION SECTION 502.

EXCAVATION SHALL BE REMOVED UNDER THE PROVISIONS OF NHDOT STANDARD SPECIFICATIONS

5. THE EXISTING BRIDGE SUBSTRUCTURES OUTSIDE THE LIMITS OF BRIDGE AND CHANNEL

ACCESS FOR BRIDGE CONSTRUCTION

PROVISIONS FOR ADDITIONAL INFORMATION.

MAINTENANCE, AND REMOVAL OF ANY TEMPORARY ACCESS BY THE CONTRACTOR. SEE SPECIAL

1. ITEM 500.02, ACCESS FOR BRIDGE CONSTRUCTION, SHALL CONSIST OF DESIGN, CONSTRUCTION,

PILE NOTES

REQUIRED.

ABUTMENT PILES SHALL BE HP12x84. PIER PILES SHALL BE HP12x53. PILE POINTS ARE

2. STEEL H-PILES SHALL CONFORM TO AASHTO M270, GRADE 50 (ASTM A 709, GRADE 50).

OF THE CONTRACTOR’S DRIVING SYSTEM.

WITH SECTION 510 TO VERIFY THE NOMINAL GEOTECHNICAL RESISTANCE AND THE ACCEPTABILITY

0.45. THE DEPARTMENT WILL CONDUCT PILE DYNAMIC ANALYZER (PDA) TESTS IN ACCORDANCE

RESISTANCE EQUAL TO THE MAXIMUM FACTORED LOAD DIVIDED BY A RESISTANCE FACTOR OF

3. THE PILE SHALL BE DRIVEN IN ACCORDANCE WITH SECTION 510 TO A NOMINAL GEOTECHNICAL

PIERS 1 & 2 = 82 FT

ABUTMENT B = 92 FT

ESTIMATED PILE LENGTHS: ABUTMENT A = 85 FT

PAID FOR AS EXTRA WORK.

4. PILE LOADING TEST SHALL BE MADE ONLY IF DIRECTED BY THE ENGINEER, AND SHALL BE

7. PILE LAYOUT DIMENSIONS ARE GIVEN AT THE BOTTOM OF THE STUB ABUTMENT OR FOOTINGS.

8. PLACE REINFORCING STEEL TO CLEAR PILES.

9. A PILE SPLICE SHALL NOT BE LOCATED WITHIN 25 FEET OF THE PLANNED TOP OF PILE.

BELOW THE TOP OF THE PILE, OUT OF THE WATER AT ALL TIMES.

THE ATTACHED STRAIN GAUGES AND ACCELEROMETERS, WHICH ARE USUALLY PLACED 3 FEET

10. THE PIER PILE USED FOR PDA TESTING SHALL HAVE EXTRA LENGTH ADDED AS NEEDED TO KEEP

COFFERDAMS

IN ACCORDANCE WITH SECTION 105.02.

SHALL SUBMIT STAMPED WORKING DRAWINGS AND CALCULATIONS FOR REVIEW AND DOCUMENTATION

PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF NEW HAMPSHIRE. THE CONTRACTOR

1. ALL ITEMS COVERED UNDER SECTION 503 OF THE SPECIFICATIONS SHALL BE DESIGNED BY A

SHALL BE INCLUDED IN ITEM 503.201.

IN ITEM 503.201, COFFERDAMS. ALL WORK REQUIRED TO MAINTAIN A DEWATERED CONDITION

ALL COSTS FOR MATERIALS, INSTALLATION, MAINTENANCE, AND REMOVAL SHALL BE INCLUDED

CONDITIONS AT THE TIME OF CONSTRUCTION AND THE CONTRACTOR’S METHOD OF DEWATERING.

FILLS. STEEL SHEETING MAY BE REQUIRED DEPENDING ON THE AVERAGE RIVER LEVEL

ADEQUATELY DEWATER THE FOOTING EXCAVATION AND TO CONSTRUCT THE PIERS AND STONE

2. COFFERDAMS ARE REQUIRED AT EACH PIER LOCATION TO CONTROL THE RIVER INFLOW AND

THE FOOTING SUPPORT LIMITS AND PROPERLY FILTERED TO PREVENT THE PUMPING OF FINES.

PREVENT DISTURBANCE OF THE BEARING SOIL. PUMPING AREAS SHALL BE LOCATED OUTSIDE

3. CONTROL OF WATER WITHIN THE COFFERDAMS SHALL BE CONDUCTED IN SUCH A MANNER AS TO

EXPENSE OF THE CONTRACTOR.

A DEWATERED CONDITION SHALL BE REMOVED AND REPLACED WITH STRUCTURAL FILL AT THE

4. ANY FOUNDATION SOIL WEAKENED AS A RESULT OF INSUFFICIENT CARE TAKEN IN MAINTAINING

5. THE CONTRACTOR SHALL BE REQUIRED TO POUR SUBSTRUCTURE CONCRETE IN THE DRY.

OF THE SURROUNDING WATER TABLE, UNLESS OTHERWISE DIRECTED.

6. DEWATERING SHALL BE CONTINUOUS UNTIL SUBSTRUCTURES ARE BACKFILLED TO THE ELEVATIONS

APPROVED FOR THE PROJECT.

FOUNDATIONS SHALL BE LOCATED WITHIN THE LIMITS OF WORK SHOWN ON THE WETLANDS PERMIT

7. ALL MEANS AND METHODS ASSOCIATED WITH HANDLING WATER DURING CONSTRUCTION OF

PILE DRIVING ON THE COFFERDAM STABILITY.

8. THE COFFERDAM DESIGN SHALL ACCOUNT FOR THE EFFECTS OF UNBALANCED EARTH PRESSURE AND

IN ITEM 503.201.

AND METHOD OF CONSTRUCTION. ALL COSTS FOR THIS SUPPORT SYSTEM SHALL BE INCLUDED

APPROXIMATE AND MAY BE ADJUSTED AS REQUIRED TO ACCOMMODATE THE CONTRACTOR’S MEANS

BRIDGE. THE LOCATION AND LIMITS FOR TEMPORARY SUPPORTS DETAILED ON THE PLANS ARE

PROTECTION OF EXISTING BRIDGE FOUNDATIONS DURING CONSTRUCTION OF THE PROPOSED

9. SHEETING OR A SUPPORT SYSTEM SHALL BE REQUIRED FOR MAINTENANCE OF TRAFFIC AND

FOOTING NOTES

REMOVED OR SPLIT TO PROVIDE A LEVEL BEARING SURFACE.

1. PROTRUDING BOULDERS OR COBBLES ENCOUNTERED AT THE FINAL EXCAVATION DEPTH SHALL BE

2. FOOTING CONCRETE SHALL BE PLACED IN THE DRY.

ABUTMENT AND WINGWALL NOTES

SHALL BE CENTERED OVER THE BEARING SEAT CONSTRUCTION JOINT.

2. ITEM 538.2, BARRIER MEMBRANE, PEEL AND STICK - VERTICAL SURFACES (F), 2’ WIDE,

3. SHEAR KEYS SHALL BE 3" HIGH BY ONE-THIRD THE WIDTH OF THE WALL, CENTERED.

ABUTMENT.

5. THE TOP OF APPROACH SLAB SHALL BE THE SAME ELEVATION AS THE TOP OF ABUTMENT AT THE

PIER NOTES

(PIER SUBFOOTING), IN THE DRY.

1. THE CONTRACTOR IS REQUIRED TO POUR ALL PIER CONCRETE, EXCEPT FOR FOUNDATION SEAL

AS THE RIVER UNTIL THE FOUNDATION SEAL (ITEM 520.6) IS IN PLACE AND CURED.

2. WATER LEVELS WITHIN THE COFFERDAM AT THE PIER SHALL BE MAINTAINED AT THE SAME LEVEL

THICK (MINIMUM).

THE TREMIE SEAL, ITEM 520.6, SHALL BE POURED TO ELEVATION 423.0 AND SHALL BE 4’-0"

3. FOUNDATION FOR THE PIER SHALL CONSIST OF A SPREAD FOOTING ON A CONCRETE TREMIE SEAL.

SUBMITTED TO THE BUREAU OF BRIDGE DESIGN FOR APPROVAL IN ACCORDANCE WITH 105.2.

OF SAFETY FOR THE SEAL SHALL BE 1.10. THE USE OF A HIGHER VENT ELEVATION SHALL BE

ELEVATIONS HIGHER THAN ELEVATION 437 WILL REQUIRE A DEEPER SEAL POUR. THE FACTOR

4. THE DESIGN MAXIMUM VENT ELEVATION FOR THE TREMIE SEAL COFFERDAM IS 437. VENT

PEDESTALS, WITH ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE).

5. COAT ALL SURFACES OF THE PIER ABOVE THE FOOTING, INCLUDING THE BEARING SEAT AND

REINFORCEMENT NOTES

OTHERWISE NOTED.

CLEAR COVER. ALL OTHER REINFORCEMENT SHALL HAVE 2�" MINIMUM CLEAR COVER, UNLESS

1. REINFORCEMENT IN THE BOTTOM OF FOOTING AND APPROACH SLABS SHALL HAVE 3" MINIMUM

BEARING ANCHOR BOLTS.

2. PLACE REINFORCING STEEL TO AVOID GIRDERS, RAIL POST ANCHOR ASSEMBLIES, PILES, AND

SYM = SYMMETRICAL TYP = TYPICAL E = EPOXY COATED

SECT = SECTION SP = SPACE SPL = SPLICE

MID = MIDDLE MIN = MINIMUM NS = NEAR SIDE

FS = FAR SIDE MAX = MAXIMUM MC = MECHANICAL CONNECTOR

CL = CLEAR DOW = DOWEL EQ = EQUAL

4. REINFORCING LEGEND: ALT = ALTERNATE BOT = BOTTOM BRG = BEARING

(STRENGTH V).

MAXIMUM FACTORED COMPRESSIVE AXIAL LOAD IS 201 KIPS

PILE POINTS (AASHTO M270, ASTM A709 GRADE 50)

PIER: FOOTING SUPPORTED ON BEARING PILES HP12x53 WITH APPROVED

COMPRESSIVE AXIAL LOAD IS 281 KIPS (STRENGTH I).

(AASHTO M270, ASTM A709 GRADE 50) MAXIMUM FACTORED

BEARING PILES: HP12x84 WITH APPROVED PILE POINTS

SUPERSTRUCTURE.

4. FOUNDATION DATA: ABUTMENTS: CONCRETE STUB ABUTMENTS ON PILES INTERGRAL WITH

GENERAL NOTES

AT ABUTMENTS FOR BENT CAPS SUPPORTED BY PILES AND AT PIERS FOR PILE GROUPS.

6. PILE LOCATION AND ALIGNMENT TOLERANCES SHALL CONFORM TO SECTION 510.3.6.4 REQUIREMENTS

2 FEET FROM THE OUTSIDE EDGE OF THE CONCRETE BARRIER.

GUARDRAIL, THE CREST OF EXCAVATED BACKSLOPES SHALL BE OFFSET A MINIMUM OF

C) FOR CASES WHERE CONCRETE TRAFFIC BARRIERS ARE USED IN PLACE OF EXISTING

CONFIGURATION.

THE GUARDRAIL AND THE EXCAVATED BACKSLOPES SHALL BE MAINTAINED IN ITS ORIGINAL

8 FEET FROM FACE OF EXISTING GUARDRAIL. THE EXISTING GROUND SURFACES BETWEEN

EXCAVATION, THE CREST OF EXCAVATED BACKSLOPES SHALL BE OFFSET A MINIMUM OF

B) FOR CASES WHERE THE EXISTING GUARDRAIL IS USED FOR TRAFFIC BARRIER ABOVE THE

STABILITY AT 1.5H:1V.

SHALL BE USED IF THE CONTRACTOR’S CALCULATIONS INDICATE INSUFFICIENT SLOPE

A) THE EXCAVATION BACKSLOPE SHALL BE NO STEEPER THAN 1.5H:1V. A FLATTER BACKSLOPE

BE RESPONSIBLE FOR THE DESIGN AND MAINTENANCE OF ALL EXCAVATION BACKSLOPES.

OR IN-PLACE OF A COFFERDAM SHALL MEET THE FOLLOWING CRITERIA. THE CONTRACTOR SHALL

11. EXCAVATION OF BACKSLOPES BELOW IN-SERVICE ROADWAYS THAT ARE USED IN COMBINATION WITH

MATERIAL. ALL COSTS SHALL BE INCLUDED IN ITEM 544.2.

3. ALL EPOXY COATED BARS CUT TO FIT SHALL BE TOUCHED UP WITH AN APPROVED EPOXY COATING

6. THE EXISTING SOUTH ABUTMENT AND WINGWALLS SHALL REMAIN IN PLACE.

PIERS = 101 TONS PER PILE

1. MAXIMUM FACTORED PILE LOAD: ABUTMENTS = 141 TONS PER PILE

SPLICES WILL BE PAID UNDER ITEM 510.9.

WITHIN THE ESTIMATED LENGTH WILL BE PAID UNLESS ORDERED. APPROVED ADDITIONAL PILE

EXCEED THE ESTIMATED LENGTH WILL BE PAID. NO PAYMENT FOR ADDITIONAL PILE SPLICES

5. ONE SPLICE PER PILE WITHIN THE ESTIMATED LENGTH AND SPLICES REQUIRED FOR PILES THAT

CONCRETE SURFACES OF ABUTMENTS AND WINGS TO 1’-0" BELOW FILL LINES.

1. ITEM 534.3, WATER REPELLENT (SILANE-SILOXANE), SHALL BE APPLIED TO ALL EXPOSED

CONSTRUCTION JOINT), AND DECK PANELS (OPTION)

DECK, BRUSH CURBS ON DECK, ABUTMENTS (ABOVE BEARING SEAT

ITEM 520.70026, CONCRETE BRIDGE DECK (QC/QA) (PANEL OPTION) (F)

TREMIE SEAL (FOUNDATION SEAL PIERS 1 & 2)

ITEM 520.6, CONCRETE CLASS T, FOUNDATION SEAL

APPROACH SLABS AND SLEEPER SLABS (INCLUDES BRUSH CURBS)

ITEM 520.0302, CONCRETE CLASS AA, APPROACH SLABS (QC/QA) (F)

SEAT CONSTRUCTION JOINT)

WINGWALLS, WALL PIERS, AND ABUTMENTS (BELOW BEARING

ITEM 520.12, CONCRETE CLASS A, ABOVE FOOTINGS (F)

PIER FOOTINGS

7. CONCRETE: ITEM 520.213, CONCRETE CLASS B, FOOTINGS (ON SOIL) (F)

FOR THE APPROACH SLABS (EXCLUDES COPINGS ON APPROACH SLABS).

1. ITEM 544.7, SYNTHETIC FIBER REINFORCEMENT (F), SHALL BE ADDED TO THE CONCRETE USED

FASTENERS, DRIP BARS, AND PIER NOSE ARMOR.

THE GIRDERS, CROSS FRAMES, GUSSET PLATES, CONNECTION PLATES, SPLICE PLATES, STIFFENERS,

1. ALL STRUCTURAL STEEL SHALL BE PAID UNDER ITEM 550.1, STRUCTURAL STEEL (F), INCLUDING

SUBDIRECTORY

BRD\BRSITE 12906Notes

.DGN LOCATOR



NOTES (1 OF 2)

151\181 12906

2 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10918------------

5/13SMG

SMG 3/12

3/12SRL

AS NOTED

6. STRUCTURAL STEEL: AASHTO M270, GRADE 50W (ASTM A709, GRADE 50W)

OF WORK BEING PERFORMED.

STRUCTURES OR OTHER SUCH APPROVED METHODS, SHALL BE SUBSIDIARY TO THE APPROPRIATE ITEMS

INTO THE WATERWAY. ALL COSTS INCLUDING ERECTION, MAINTENANCE AND REMOVAL OF TEMPORARY

2. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO ENSURE THAT DEBRIS DOES NOT FALL

6. FOR SURVEY LAYOUT, SEE BRIDGE SHEET 4.

8. FOR HYDRALIC DATA, SEE BRIDGE SHEET 1.

10. FOR SLEEPER SLAB EXPANSION JOINT NOTES, SEE BRIDGE SHEET 31.

ALL COSTS SUBSIDIARY TO ITEM 500.02.

PLACED UNDER ALL TEMPORARY FILLS TO MINIMIZE DISRUPTION OF NATIVE SOILS AND VEGETATION.

PERMIT AND WITHIN EASEMENTS SHOWN IN THE SITE PLANS. A GEOTEXTILE FABRIC SHALL BE

2. TEMPORARY FILLS SHALL ONLY BE ALLOWED WITHIN WETLAND IMPACT AREAS SHOWN IN THE WETLAND

THE RIVER. ALL COSTS INCLUDED IN ITEM 503.201.

AS LITTLE AS POSSIBLE AND USE NECESSARY PRECAUTIONS TO MINIMIZE THE IMPACTS TO

PLACING STEEL SHEETING. DURING EXCAVATION THE CONTRACTOR SHALL DISTURB THE AREA

10. IN SOME LOCATIONS PRE-EXCAVATION OF COBBLES AND BOULDERS MAY BE REQUIRED PRIOR TO

IS COMPLETE.

FILL. THE REMAINING ABUTMENT BACKFILL SHALL NOT BE PLACED UNTIL DECK CONSTRUCTION

4. BOTH ABUTMENTS SHALL BE BACKFILLED SIMULTANEOUSLY TO THE UPPER LIMITS OF THE STONE

(CUT PILES TO BOTTOM OF FOOTING ELEVATION)

- COMPLETE REMOVAL OF BOTH EXISTING PIER STEMS AND FOOTINGS

- COMPLETE REMOVAL OF EXISTING ABUTMENTS AND WINGWALLS TO 2’ BELOW FINISHED GRADE

2. ITEM 502.101, REMOVAL OF EXISTING BRIDGE STRUCTURE, SHALL INCLUDE THE FOLLOWING:

- COMPLETE REMOVAL OF EXISTING DECK AND SUPERSTRUCTURE

3. ITEM 502.102, REMOVAL OF EXISTING BRIDGE STRUCTURE, SHALL INCLUDE THE FOLLOWING:

MULCH AND TACKIFIERS.

THE SUPERSTRUCTURE. COVER ITEM 585.22 WITH ITEM 646.31, TURF ESTABLISHMENT WITH

EL. 442.0 TO THE TOP OF THE STONE SLOPE, EXCLUDING THE 3 FOOT PATH AND UNDER

6. ITEM 585.22, STONE FILL, CLASS B, INTERMIXED WITH HUMUS, SHALL BE PLACED FROM



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\BRSITE 12906Notes

.DGN LOCATOR



SURVEY LAYOUT

151\181 12906

4 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10920------------

5/13SMG

SMG 3/12

3/12SRL

AS NOTED

(EXP)

À BRG. ABUT. A

(EXP)

À BRG. ABUT. B

(EXP)

À BRG. PIER 1

(EXP)

À BRG. PIER 2


57’-6" C-C BRG


57’-6" C-C BRG


110’-0" C-C BRG

N

(TYP)

7°-00’-00" SKEW

TO SWANZEY

TO WINCHESTER

STA. 136+33.63

P.O.C.

STA. 137+43.63

P.O.C.

WP 1

STA. 135+76.00

WP 2

WP 3

WP 4 WP 7

WP 6 WP 9

WP 5 WP 8

STA. 138+01.02

WP 11

E = 16.94’

L = 821.92’

R = 5000.00’

T = 411.89’

˙ = 9°-25’-06.6" RT

E = 800460.68

N = 125489.63

PI= 139+55.74

WP 10

WP 12

WP 13

WP 14

WP 15

PC 135+43.85

136137

138

WP 16

WP 17

WP 18

SLAB

SLEEPER

END

SLAB

SLEEPER

BEGIN


24’-8�"


24’-8�"

19’-1�

"

20’-4�

"

30’-6"

30’-6"

24’-10"

23’-6"

24’-10"

23’-6"

30’-6"

30’-6"

18’-11�

"

20’-2�

"

(RELOCATED)

NH ROUTE 10

À CONSTRUCTION

CHORD

CONSTRUCTION

240’-2

� "

225’-10"

SURVEY LAYOUT

SCALE: 1" = 10’-0"

WORKING POINT COORDINATES

WP # NORTH EAST

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

125137.39 800303.98

125155.81 800279.66

125174.22 800255.35

125220.53 800288.74

125205.53 800308.54

125191.34 800327.27

125315.65 800343.98

125300.66 800363.77

125286.47 800382.51

125368.80 800368.34

125350.38 800392.65

125331.97 800416.96

125122.18 800283.49

125134.46 800267.27

125145.99 800252.05

125383.18 800389.92

125371.73 800405.04

125359.53 800421.15



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBYPLAN

SCALE: 1" = 20’-0"

SEE BRIDGE SHEET 6.

FOR SECTIONS A-A THROUGH D-D

NOTE:

SUBDIRECTORY

BRD\BRSITE 12906Siteplan

.DGN LOCATOR



SITE PLAN

151\181 12906

5 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10921------------

5/13SMG

SMG 8/11

8/11SRL

AS NOTED

MC

2A

MC1A

134135

136 137 138

140

24

30

31

32

40

41

PC 135+43.85

MC

6D

139

STA. 200+00.00

STA. 133+98.93 NH RTE 10 =

STA. 300+00.00

STA. 201+87.29 =

STA. 70+00.00

STA. 202+22.73 =

1� :1

1� :1

2:1

3� :1

1� :1

2:1

3:1

1� :1

1� :1

3:1

1� :1

1� :1

2:1

2:1

5:1

4:1

4:1

435

435453

454

462

455

458

459

462

458

457

450

443

445

453

451

443

460

455

455

435

464

435

464

436

469

435

B

B

C

C

D

D

A

A

435

435

435

SHEETING

PROPOSED

455

455

456

457.75

459.75

1� :1

1� :1

1� :1

1� :1

442

442

1� :1

442

435

455.5

1� :1

1� :1

1� :1

455442

435

442

1� :1

N

440

44

04

40

450

450

450

460

460

460

460

44

0

44

04

40

450

450

450

450

460

460460

460460 460

460

460

470

47

0

470

470

470

450

440

44

04

40

450

450

450

460

460

460

460

44

0

44

04

40

450

450

450

450

460

460460

460460 460

460

460

470

47

0

470

470

470

450

Exist. C.A.R.O.W.

Exist. R.O.W.

Exist. R.O.W.

Exist. C.A.R.O.W.

Exist. C.A.R.O.W.

an

metal gate post

di

di

ip

ip

an

mb

obj mkr

"Payne Rd"

rw

stone

mes

obj mkr

mb

TREATMENT SWALE

24" CPP

24" CPP

15"

CP

P

15"

CPP

15"

CP

P

24" CPP

EASEMENT

CHANNEL

EASEMENT

ACCESS

EASEMENT

CHANNEL

EASEMENT

CHANNEL

EASEMENT

ACCESS

EASEMENT

CHANNEL

EASEMENT

DRAINAGE

PROP. C.A.R.O.W.

PROP. C.A.R.O.W.

PROP. C.A.R.O.W.

PR

OP.

R.O.W.

R.O.W.

PR

OP.

EASEMENT

CHANNEL

18" cmp

bgr

900n�

93�

net

139

74

psnh

93

net

140

74

psnh

Ash

uelot

River

woods

mixed

drive

gravel

N.H. Route 10

12"

cmp

Ash

uelot

River

138s

74

94s

net

Swanzey 6 Swanzey Lake"

"Winchester 5 Westport E.

bgr

bgr

"North 10"

"stop"

Rd"Village

"Westport

94

305

net

25t

138

74

psnh

�997

gravel drive

30"

limit

"speed

woods

mixed

& piers

conc abut

bgr

cmp

12"

12" cmp

drive

gravel

drive

asphalt

drive

gravel

da

oR

eg

alli

V t

ro

pt

se

W

Westp

ort

Village

Road



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\BRSITE 12906ChanSect

.DGN LOCATOR



PROFILE AND CHANNEL SECTIONS

151\181 12906

6 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10922------------

5/13SMG

SMG 9/11

8/11SRL

AS NOTED

FOR LOCATIONS OF SECTION A-A THROUGH D-D SEE BRIDGE SHEET 5.

NOTE:

EL. 462.00

1

3

(2’-0" THICK)

ITEM 585.21

ITEM 593.411

EL. 457.50

(ROADWAY ITEM)

EMBANKMENT-IN-PLACE

À HP12x84

SCALE: �" = 1’-0"

SECTION C-C

1

1(2’-0" THICK)

ITEM 508.

1

1

(TYP)

HP12x53

EL. 427.00

EL. 423.00

GROUND

EXISTING

APPROX.

1�

1

ITEM 207.3

PAY LIMITS,

ITEM 504.1

PAY LIMITS,

À BEARING ABUTMENT A

FILL (TYP)

SUITABLE

EL. 442.00

8’-0"

EL. 430.00

(TYP)

ITEM 503.201

À BEARING PIER 1

EL. 454.00

EL. 435.00

1�

1

PATH

3’-0"

(2’-0" THICK)

ITEM 585.22

1

2

ITEM 593.411

GROUND

APPROX. EXISTING

SCALE: �" = 1’-0"

SECTION A-A

ITEM 207.3

PAY LIMITS,

EL. 443.00

EL. 435.40

RIVER ACCESS

CHINK 6" INTO ITEM 585.21

ITEM 585.3 (1’-0" THICK)

5’0"

EL. 442.00

(2’-0" THICK)

ITEM 585.21

1�

1

4

1

VARIES

(2’-0" THICK)

ITEM 585.22

ITEM 593.411

EL. 435.00

EL. 455.00

ITEM 207.3

PAY LIMITS,

GROUND

APPROX. EXISTING

SCALE: �" = 1’-0"

SECTION B-B

(ROADWAY ITEM)

EMBANKMENT-IN-PLACE

(ROADWAY ITEM)

3�" HUMUS

PATH

3’-0"

(2’-0" THICK)

ITEM 585.21

EL. 464.00

(2’-0" THICK)

ITEM 585.21

ITEM 593.411

EL. 459.50

À HP12x84

SCALE: �" = 1’-0"

SECTION D-D

1

1 (2’-0" THICK)

ITEM 508.

1

1

(TYP)

HP12x53

GROUND

EXISTING

APPROX.1�

1

ITEM 207.3

PAY LIMITS,

ITEM 504.1

PAY LIMITS,

À BEARING ABUTMENT B

ITEM 504.1

PAY LIMITS,

FILL

SUITABLE

FILL (TYP)

SUITABLE

ITEM 207.3

PAY LIMITS,

EL. 427.00

EL. 423.00

EL. 430.00

EL. 442.00

8’-0"

(TYP)

ITEM 503.201

À BEARING PIER 2

EL. 435.00

1�

1

PATH

3’-0"

45

6.

5

45

5.

2

45

2.

9

45

3.

3

45

1.

2

43

3.

1

43

0.

9

44

2.

0

46

9.

1

47

1.

5

47

0.

5

46

8.

2

46

9.

2

46

7.

90

46

8.

40

46

8.

90

46

9.

40

46

9.

90

47

0.

40

47

0.

90

47

1.

40

47

1.

90

47

2.

46

47

3.

26

47

4.

31

47

5.

60

420 420

430430

440 440

450450

460 460

470

480 480

490490

500 500

1.00% 4.69%

PI = 140+00.00

ELEV. = 473.90

VC = 370

K = 100

EL

EV.

=

46

7.

90

P.

V.

T. 1

34

+0

0.

00

EL

EV.

=

47

2.

05

P.

V.

C. 1

38

+1

5.

00

134+00 135+00 136+00 137+00 138+00 139+00 140+00

NGVD29=400

1.00%

PROFILE

SCALE: 1" = 20’-0"


57’-6" C-C BRG


110’-0" C-C BRG


57’-6" C-C BRG

À BRG. ABUT. A (EXP) À BRG. PIER 1 (EXP) À BRG. PIER 2 (EXP) À BRG. ABUT. B (EXP)

GRADE

PROPOSED FINISHED

GROUND

APPROX. EXISTING

EL. 430.00 EL. 430.00

EL. 435.00EL. 435.00



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

NO. STATION NORTHOFFSET EAST

BORING NOTES

BORING LAYOUTSCALE: 1" = 10’-0"

BORING LOCATIONS

AND DO NOT NECESSARILY INDICATE MATERIAL TO BE ENCOUNTERED DURING CONSTRUCTION.

(2) BORINGS ARE FOR DESIGN PURPOSES SHOWING CONDITIONS AT BORING POINTS ONLY

TO PREVAILING CLIMATE, RAINFALL, OR OTHER FACTORS.

THE WATER LEVELS ENCOUNTERED DURING CONSTRUCTION MAY VARY CONSIDERABLY DUE

(4) WATER LEVELS INDICATED THUS WERE MEASURED AT THE TIME OF EXPLORATION.

OFFICE. SEE PROSECUTION OF WORK FOR MORE INFORMATION.

(3) THE SOILS REPORT IS AVAILABLE IN THE NHDOT BUREAU OF MATERIALS AND RESEARCH

B01

B02

B03

B04

B05

B06

B07

B08

B09

B10

135+70

135+76 0’

125136RT. 30’ 800303

125156 800280

135+80 LT. 36’ 125177 800250

136+56 LT. 19’ 125235 800302

136+40 RT. 20’ 125202 800328

137+24 LT. 14’ 125291 800341

137+06 RT. 30’ 125254 800370

138+06 LT. 32’ 125371 800368

138+01 0’ 125350 800393

138+05 RT. 21’ 125343 800413

(5) ROCK CORES WERE OBTAINED WITH A 1�" ID CORE BARREL.

O.D. STANDARD SPLIT SPOON SAMPLER 6", USING A 140 LB WEIGHT FALLING 30".

IN THE RIGHT HAND COLUMN INDICATE THE NUMBER OF BLOWS REQUIRED TO DRIVE A 2"

(1) BORINGS INDICATED THUS WERE MADE BY THE NHDOT IN MAY & JUNE, 2011. FIGURES

SUBDIRECTORY

BRD/PREPLANS 12906Bore

.DGN LOCATOR



BORING LAYOUT

151\181 12906

7 38

6/11NHDOT

SRL 9/11

------124-4-1

10923------------

------

SMG 9/11

6/11NHDOT

AS NOTED

136 137 138

PC 135+43.85

B01

B02

B03

B04

B05

B06

B07

B08

B09

B10

N



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS

BF = BOTTOM OF FOOTING

TF = TOP OF FOOTING

BA = BOTTOM OF ABUTMENT

SUBDIRECTORY


.DGN LOCATOR



BORING LOGS (SHEET 1 OF 10)

151\181 12906

8 38

6/11NHDOT

SRL 9/11

------124-4-1

10924------------

------

SMG 9/11

6/11NHDOT

AS NOTED

5

4

2

3

4

8

3

5

3

2

4

9

8.0

25.0

5

4

2

3

4

9

449.1

432.1

2.0

7.0

12.0

17.0

22.0

27.0

1.4 [70]

1.3 [65]

2.0 [100]

1.2 [60]

1.4 [70]

0.5 [25]

S1

S2

S3

S4

S5

S6

5

4

3

4

3

11

0.0

5.0

10.0

15.0

20.0

25.0

Loose, dark yellowish brown, MEDIUM-FINE SAND, trace fine gravel,

trace coarse sand, trace silt, trace root fibers

-FILL-

Loose, yellowish brown, silty FINE SAND, trace fine gravel

-ALLUVIUM-

Loose, olive yellow, FINE SAND, some silt

Loose, light olive brown, SILT, trace fine sand, very thin layer dark

yellowish brown MEDIUM-FINE SAND, trace coarse sand

Loose, light olive brown, silty FINE SAND, frequent layering

Medium dense, olive yellow, GRAVEL, some medium-fine sand, trace

coarse sand

-GLACIAL OUTWASH-

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded

ConsistencyStandard Split Spoon

Large Spoon (O.D.= 3 in)

Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod

WOH - Weight of Hammer> 60

0

5

11

25

Capitalized Soil Name

Lower Case Adjective

Some

Little

Trace

Sampler Identification

S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot

FIELD CLASSIFICATION AND REMARKSSTRATUM CHANGE (ft)

STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE

NUMBERDEPTH ELEVATION

BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAA 22.4 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

4

30

ELEV.

(ft)

NX

6/15/11 / 6/15/11

DRILLER

INSPECTOR

CLASSIFIERHAMMER FALL (in):

HWDATE

70.0

CORE

DEPTH

(ft)

434.76/15/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

99.7

1.875

Diedrich D-50

140

Automatic

Barry Arseneau

Northern Test Boring

3:30 pm

800303/125136

3

STA.

SHEET NO.

135+70

1

B01STATE OF NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION

ELEVATION (ft) 457.1

BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE

RT 30MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION

NH Route 10

0

5

10

15

20

25

DESCRIPTION

BRIDGE NO. 152/181PROJECT NAME WINCHESTER SWANZEY 12906

Replace NH10 bridge over Asheulot River (152/181)

6

4

5

6

21

9

3

4

4

50/0.4

15

50

50

51.0

7

5

6

9

51

406.1

32.0

37.0

42.0

47.0

50.4

57.0

60.5

65.5

0.1 [5]

0.2 [10]

0.2 [10]

0.4 [20]

0.4 [100]

1.4 [70]

0.5 [100]

0.5 [100]

S7

S8

S9

S10

S11

S12

S13

S14

7

4

4

9

35

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Medium dense, yellowish brown, FINE GRAVEL

Loose, light olive brown, FINE SAND, little silt

Loose, light olive brown, MEDIUM-FINE SAND

Medium dense, light olive brown, MEDIUM SAND, little fine sand, trace

coarse sand

Black and white, pulverized ROCK FRAGMENTS

-GLACIAL TILL-

Encountered numerous cobbles while advancing from 51.0’ to 55.0’

Very dense, light olive brown, MEDIUM-FINE SAND, little silt, trace

coarse-fine gravel, trace coarse sand, occasional severely weathered

rock fragments

Olive, silty FINE SAND, little medium sand, trace fine gravel, trace

coarse sand, occasional severely weathered rock fragments

Description Continues on Next Page


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+70

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



50

35

27

42

26

22

22

23

94.5

43

38

35

362.6

71.0

77.0

82.0

87.0

99.7

0.7 [70]

1.4 [70]

1.8 [90]

1.5 [75]

5.0 [100]

S15

S16

S17

S18

C1

Bottom of Exploration @ 99.7 ft (El. 357.4)

49

33

44

70.0

75.0

80.0

85.0

94.7

Olive, silty FINE SAND, little gravel, trace coarse sand, trace medium

sand

Olive, SILT, some fine sand, little coarse sand, trace fine gravel, trace

medium sand, occasional severely weathered rock fragments

Very dense, olive, SILT, little medium sand, trace fine gravel, trace

coarse sand, trace fine sand, occasional severely weathered rock

fragments

Very dense, olive, SILT, little fine sand, trace fine gravel, trace coarse

sand, trace medium sand, occasional severely weathered rock

fragments

Very dense, olive, SILT, little fine sand, trace fine gravel, trace coarse

sand, trace medium sand, occasional severely weathered rock

fragments

Advanced boring with roller bit through cobbles and gravel from 89.5’ to

94.5’

-APPROXIMATE BEDROCK SURFACE-

Hard to very hard, slightly weathered, moderately to extremely fractured,

grey with black, medium to fine grained, GNEISS. Fractures shallow to

moderately dipping where discernible

RQD: 2.1 / 5.0 = 42%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+70

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



456

458

460

462

454

452

450

448

446

444

442

440

438

436

434

432

430

428

426

424

422

464

466

B01

ABUTMENT A

BA



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

9 38

6/11NHDOT

SRL 9/11

-----124-4-1

10925------------

------

SMG 9/11

6/11NHDOT

AS NOTED

2

3

5

3

36

6

1

4

5

4

29

9

0.4

19.5

2

3

5

5

29

4

453.7

434.6

2.0

7.0

12.0

17.0

22.0

27.0

1.7 [85]

0.9 [45]

0.8 [40]

1.2 [60]

1.2 [60]

0.5 [25]

S1

S2

S3

S4

S5

S6

3

3

4

4

36

5

0.0

5.0

10.0

15.0

20.0

25.0

Dark brown, loamy TOPSOIL

Loose, olive brown, silty FINE SAND, trace root fibers

-ALLUVIUM-

Loose, olive brown, silty FINE SAND

Loose, light olive brown, silty FINE SAND

Loose, olive, SILT, little fine sand

-GLACIAL OUTWASH-

Casing difficult to advance at 19.5’

Very dense, olive yellow to light olive brown, GRAVEL, little medium-fine

sand, trace coarse sand, trace silt, particles sub angular to well rounded

Medium dense, light olive brown, FINE SAND, trace silt

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAA 14.9 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

3

30

ELEV.

(ft)

438.2

NX

5/25/11 / 6/1/11

DRILLER

INSPECTOR

CLASSIFIERHAMMER FALL (in):8:00 am 15.95/31/11 65.0

NWDATE

65.0

CORE

DEPTH

(ft)

439.25/26/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

65.9

1.875

CME 45-C Trlr

140

Automatic

Barry/John

65.9

C. Cleveland (NHDOT)

8:00 am

800280/125156

3

STA.

SHEET NO.

135+76

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE

MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION

NH Route 10

0

5

10

15

20

25

DESCRIPTION



10

6

6

7

6

29

120

11

8

5

9

6

12

51

45

58.5

11

5

7

11

4

15

395.6

32.0

37.0

42.0

47.0

52.0

57.0

61.0

0.2 [10]

0.3 [15]

0.2 [10]

0.0 [0]

1.0 [50]

0.8 [40]

0.8 [80]

0.9 [100]

S7

S8

S9

S10

S11

S12

S13

S14

11

4

6

8

6

17

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Medium dense, light olive brown, MEDIUM SAND, trace fine gravel

Loose, light olive brown, MEDIUM SAND, trace fine gravel

-GLACIAL OUTWASH-

Medium dense, light olive brown, MEDIUM SAND

No recovery

Medium dense, light olive brown, MEDIUM SAND, little fine sand

Dense, light olive brown, MEDIUM-FINE SAND, little silt, trace fine

gravel, trace coarse sand

-GLACIAL TILL-

Casing very difficult to advance beyond 58.5’

Light olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace

coarse sand, occasional very thin layer olive SILT



STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+76

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



58/0.4

58

59

37

40

94.2

50/0.3

359.9

65.9

74.8

76.8

81.6

89.5

95.3

98.0

2.3 [41]

1.1 [61]

1.6 [100]

0.9 [20]

2.1 [36]

2.7 [100]

C1

S15

S16

C2

C3

C4


67

81

69.2

75.0

80.0

85.0

89.5

95.3


coarse sand, occasional very thin layers olive SILT

-GLACIAL TILL-

Advanced boring with core barrel from 69.2’ to 74.8’ through fine sand,

gravel, and occasional cobbles

Very dense, light olive brown, FINE SAND, little silt, trace coarse-fine

gravel, trace coarse sand


coarse sand

Advanced boring with roller bit through cobbles and small boulders from

81.6’ to 85.0’

Advanced boring with core barrel through gravel from 85.0’ to 89.5’

Advanced boring with core barrel through cobbles and gravel from 89.5’

to 95.3’

RQD: 0.9 / 5.8 = 16%


Hard, slightly to very slightly weathered, moderately to slightly fractured,

medium grained, grey, GNEISS. Foliation is moderately dipping to high

angle. Fractures are oxidation stained and along foliation

RQD: 1.2 / 2.7 = 44%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+76

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



456

458

460

462

454

452

450

448

446

444

442

440

438

436

434

432

430

428

426

424

422

420

B02

ABUTMENT A

BA



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

10 38

6/11NHDOT

SRL 9/11

------124-4-1

10926------------

------

SMG 9/11

6/11NHDOT

AS NOTED

2

2

2

3

8

6

1

2

2

4

10

9

0.4

20.0

2

2

3

5

9

8

453.7

434.1

2.0

7.0

12.0

17.0

22.0

27.0

1.9 [95]

0.8 [40]

1.8 [90]

1.2 [60]

0.2 [10]

0.9 [45]

S1

S2

S3

S4

S5

S6

3

2

2

6

10

7

0.0

5.0

10.0

15.0

20.0

25.0

Dark brown, fibrous to loamy TOPSOIL

Loose, yellowish brown, silty FINE SAND, trace root fibers

-ALLUVIUM-

Very loose, yellowish brown, silty FINE SAND

Very loose, light olive brown, silty FINE SAND

Loose, light olive brown, fine sandy SILT, occasional layering

Medium dense, light olive brown, GRAVEL, little coarse sand, trace

medium sand, trace fine sand, trace silt

-GLACIAL OUTWASH-

Medium dense, light olive brown, FINE SAND, little silt, trace coarse

sand, trace medium sand, occasional layering

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAAdry DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

4

30

ELEV.

(ft)

NX

6/14/11 / 6/14/11

DRILLER

INSPECTOR


HWDATE

NA

CORE

DEPTH

(ft)

6/15/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

16.0

1.875

Diedrich D-50

140

Automatic

Barry Arseneau


8:30 am

800250/125177

3

STA.

SHEET NO.

135+80

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE

LT 36MATERIALS & RESEARCH BUREAU - GEOTECHNICAL SECTION

NH Route 10

0

5

10

15

20

25

DESCRIPTION



5

5

4

4

4

7

9

5

5

2

4

3

6

5

6

58.0

6

5

4

4

7

18

10

396.1

32.0

37.0

42.0

47.0

52.0

57.0

62.0

0.9 [45]

0.1 [5]

0.7 [35]

0.5 [25]

0.9 [45]

0.5 [25]

1.1 [55]

S7

S8

S9

S10

S11

S12

S13

4

5

4

4

6

13

11

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Loose, light olive brown, silty FINE SAND, trace coarse sand,

occasional layering

Loose, yellowish brown, GRAVEL

Loose, light olive brown, MEDIUM SAND, little fine sand, occasional

layering

Loose, light olive brown, MEDIUM SAND, little fine sand, occasional

layering

Loose, light olive brown, MEDIUM SAND, little coarse sand, trace fine

gravel, trace fine sand, occasional layering

Medium dense, light olive brown, MEDIUM-COARSE SAND, trace fine

gravel, trace fine sand, occasional layering

-GLACIAL TILL-

Casing very difficult to advance beyond 58.0’

Medium dense, light olive brown, COARSE SAND, trace fine gravel,

trace medium sand, trace fine sand, trace silt, occasional severely

weathered rock fragments


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+80

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



6

50

50

46

34

50/0.2

29

29

93.6

7

42

360.5

67.0

71.0

75.2

81.0

87.0

98.6

0.7 [35]

0.7 [70]

0.2 [100]

1.0 [100]

1.8 [90]

3.9 [78]

S14

S15

S16

S17

S18

C1


10

45

70.0

75.0

80.0

85.0

93.6

Medium dense, light olive brown, MEDIUM SAND, trace fine gravel,

trace coarse sand, trace fine sand, trace silt

Olive brown, FINE SAND, little silt, trace coarse-fine gravel, trace

coarse sand, trace medium sand, occasional severely weathered rock

fragments

S16, 75’ - 75.2’, 0.2’ recovered. Olive brown, fine sandy SILT, trace

coarse sand, trace medium sand, occasional severely weathered rock

fragments

Olive, SILT, little fine sand, trace coarse-fine gravel, trace coarse sand,

trace medium sand, occasional severely weathered rock fragments

Very dense, olive, SILT, some-little fine sand, little medium sand, trace

gravel, trace coarse sand, occasional severely weathered rock

fragments

Advanced boring with roller bit through cobbles and gravel from 87.5’ to

93.6’


Hard to very hard, slightly weathered, moderately to extremely fractured,

grey with black, medium grained, GNEISS. Fractures shallow to

moderately dipping where discernible

RQD: 1.2 / 5.0 = 24%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

135+80

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



456

458

460

462

454

452

450

448

446

444

442

440

438

436

434

432

430

428

426

424

422

420

B03

ABUTMENT A

BA

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING




LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY


.DGN LOCATOR




151\181 12906

11 38

6/11NHDOT

SRL 9/11

------124-4-1

10927------------

------

SMG 9/11

6/11NHDOT

AS NOTED

2

2

4

4

2

1

2

3

4

2

5.2

6

7

6

7

5

430.0

7.2

12.2

17.2

22.2

27.2

0.5 [25]

0.6 [30]

1.5 [75]

1.3 [65]

0.0 [0]

S1

S2

S3

S4

S5

5

6

6

5


4

5.2

10.2

15.2

20.2

25.2

-River surface reference at Elev. 435.33 Feet-

-WATER-

Loose, dark yellowish brown, FINE and COARSE SAND, trace fine

gravel, trace silt.

-GLACIAL OUTWASH-

Loose, dark yellowish brown, FINE and COARSE SAND, trace fine

gravel, trace silt.

Loose, olive brown, silty FINE SAND, with dark yellowish brown mottles.

Loose, similar to S3.

No recovery, material washed out of spoon.

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

JKS 0.0 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

4

30

ELEV.

(ft)

NX

6/13/11 / 6/14/11

DRILLER

INSPECTOR


HWDATE

0

CORE

DEPTH

(ft)

435.26/13/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

0

1.875

Diedrich D-50

140

Automatic

John Soper


8:00 am

800302/125235

3

STA.

SHEET NO.

136+56

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION


1

2

4

10

12

31

1

1

3

6

10

50/0.3

11

22

41.9

6

5

50/0.2393.3

32.2

37.2

41.9

47.7

52.2

55.5

61.3

1.2 [60]

0.0 [0]

1.1 [65]

0.2 [13]

0.3 [30]

0.3 [100]

1.0 [91]

S6

S7

S8

S9

S10

S11

S12


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

6

5

50

29/0

50/0.1

30.2

35.2

40.2

46.2

51.2

55.2

60.2

65.2

Loose, grayish brown, FINE and MEDIUM SAND, some coarse sand,

trace silt, trace fine gravel.

-GLACIAL OUTWASH-

No recovery, material washed out of spoon.

Loose, grayish brown, FINE and COARSE SAND, trace fine and coarse

gravel, trace silt, with occasional cobble and boulder. A boulder from

41.9 to 45.2 feet.

Washed material.

Dense, olive gray, FINE and MEDIUM SAND, some coarse sand, little

to trace silt, trace fine and coarse gravel.

-GLACIAL TILL-

S11, 55.2’ - 55.5’, 0.3’ recovered. Very dense, light olive gray, FINE

SAND, some silt, trace medium and coarse sand, trace fine gravel.

Very dense, light olive gray, FINE SAND, some medium and coarse

sand, little silt, trace fine and coarse gravel.


3

STA.

SHEET NO.

136+56

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



60

30

50/0.1

25

13

40

24

84.3

35

45

350.9

66.5

72.2

75.8

82.2

89.3

1.0 [77]

1.5 [75]

0.6 [100]

1.3 [65]

4.8 [96]

S13

S14

S15

S16

C1


50/0.3

30

39

70.2

75.2

80.2

84.3

Very dense, dark olive gray, silty FINE SAND, trace medium and coarse

sand, trace fine and coarse gravel, with occasional cobble.

-GLACIAL TILL-

Very dense, dark olive gray, silty FINE SAND, trace medium and coarse

sand, with frequent parting of fine sand, trace silt.

Very dense, olive gray, silty FINE SAND, little medium and coarse sand,

little to trace fine gravel, trace coarse gravel, with occasional cobble.

Very dense, olive gray, SILT and FINE SAND, trace medium and coarse

sand, trace fine and coarse gravel.


Hard, slightly weathered to fresh, extremely fractured to sound, medium

grained, gray, GNEISS. Foliation is moderately dipping. Most fractures

are shallow angle to horizontal. At 79.1 to 80.0 feet, fracture along

foliation. Most fractures have iron stain.

RQD: 3.8 / 5.0 = 76%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

136+56

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



434

432

430

428

426

424

422

420

418

416

414

412

410

408

406

404

402

400

436

438

440

442

444

B04

PIER 1

TF

BF



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

12 38

6/11NHDOT

SRL 9/11

------124-4-1

10928------------

------

SMG 9/11

6/11NHDOT

AS NOTED

3

4

4

2

4

3

3

4

1

2

4.3

3

6

6

7

430.1

6.3

11.3

16.3

21.3

26.3

1.0 [50]

1.0 [50]

0.0 [0]

1.5 [75]

1.1 [55]

S1

S2

S3

S4

S5

63

152/181PROJECT NAME WINCHESTER SWANZEY 12906


5

4

3

5

4.3

9.3

14.3

19.3

24.3

-River surface Reference at Elev. 434.38 feet-

-WATER-

Loose, dark brown, FINE and MEDIUM SAND, some coarse sand, little

fine gravel, little to trace silt.

-GLACIAL OUTWASH-


No recovery, material washed out.

Loose, light olive brown, FINE and MEDIUM SAND, trace silt, trace fine

gravel.

Loose, grayish brown, FINE and MEDIUM SAND, little coarse sand,

trace silt.

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

JKS 0.0 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

4

30

ELEV.

(ft)

NX

6/14/11 / 6/15/11

DRILLER

INSPECTOR


HWDATE

0

CORE

DEPTH

(ft)

434.46/14/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

0

1.875

Diedrich D-50

140

Automatic

John Soper


8:00 am

800328/125202

3

STA.

SHEET NO.

136+40

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION

BRIDGE NO.

2

2

15

19

30

50/0.3

25

28

2

1

11

10

18

31

10

13

43.0

9

7

15

32

40

50

391.4

31.3

36.3

41.3

46.3

51.3

55.1

61.3

65.7

1.5 [75]

1.3 [65]

1.1 [55]

1.3 [65]

1.3 [65]

0.6 [75]

1.0 [50]

1.0 [71]

S6

S7

S8

S9

S10

S11

S12

S13


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

5

16

32

40

51

47/0.4

29.3

34.3

39.3

44.3

49.3

54.3

59.3

64.3

Loose, grayish brown, FINE and MEDIUM SAND, little to trace coarse

sand.

-GLACIAL OUTWASH-


trace silt.

Dense, olive gray, FINE SAND, some silt, little fine gravel, little coarse

sand, trace coarse gravel.

Very dense, olive brown, silty FINE SAND, trace medium and coarse

sand, trace fine gravel.

-GLACIAL TILL-

Very dense, similar to S9.



Very dense, olive brown, silty FINE SAND, trace medium and coarse

sand, trace fine gravel, trace coarse gravel.

3

STA.

SHEET NO.

136+40

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



20

41

24

13

24

8

80.5

63

50

353.9

71.3

75.5

80.5

85.5

1.1 [55]

0.9 [75]

0.2 [17]

4.5 [90]

S14

S15

S16

C1


44

50/0.2

50/0.2

69.3

74.3

79.3

80.5

-GLACIAL TILL-

Very dense, olive gray, SILT and FINE SAND, trace medium and coarse

sand, trace fine and coarse gravel.




Hard, very slightly weathered to fresh, moderately fractured to sound,

medium grained, gray, GNEISS. Foliation is steep angle. 81.5 feet,

fracture along foliation. All other fractures are shallow angle to

horizontal.

RQD: 3.7 / 5.0 = 74%

Note: Telescoped 4 inch casing, with 3 inch casing at 69.3 feet,


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

136+40

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



434

432

430

428

426

424

422

420

418

416

414

412

410

408

406

404

402

400

436

438

440

442

444B05

PIER 1

BF

TF



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

13 38

6/11NHDOT

SRL 9/11

------124-4-1

10929------------

------

SMG 9/11

6/11NHDOT

AS NOTED

2

1

5

4

3

2

1

4

2

2

4.5

1

1

8

9

5

429.9

6.5

11.5

16.5

21.5

26.5

0.7 [35]

0.2 [10]

0.3 [15]

1.5 [75]

1.4 [70]

S1

S2

S3

S4

S5

1

1

5

5

4

4.5

9.5

14.5

19.5

24.5

-River surface Reference at 434.40 feet-

-WATER-

Very loose, grayish brown, FINE and MEDIUM SAND, some silt, trace

coarse sand, trace fine gravel.

-GLACIAL OUTWASH-

Very loose, similar to S1.

Loose, light olive gray, silty FINE SAND.

Loose, light grayish brown, FINE and MEDIUM SAND, trace silt, with

dark yellowish brown mottles.


0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

JKS 0.0 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

3

30

ELEV.

(ft)

NX

6/9/11 / 6/10/11

DRILLER

INSPECTOR


NWDATE

0

CORE

DEPTH

(ft)

434.46/9/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

0

1.875

Diedrich D-50

140

Automatic

John Soper


8:00 am

800341/125291

3

STA.

SHEET NO.

137+24

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION



5

2

6

8

7

3

6

6

2

2

4

5

4

4

5

6

8

14

10

9

31

31.5

36.5

41.5

46.5

51.5

56.5

61.5

63.5

1.5 [75]

1.5 [75]

1.6 [80]

0.5 [25]

1.2 [60]

1.5 [75]

1.3 [65]

0.3 [15]

S6

S7

S8

S9

S10

S11

C1

S12

5


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

7

10

13

4

16

29.5

34.5

39.5

44.5

49.5

54.5

59.5

61.5

Loose, light grayish brown, FINE and MEDIUM SAND, trace silt, with

dark yellowish brown mottles.

-GLACIAL OUTWASH-

Loose, grayish brown, FINE to MEDIUM SAND, some coarse sand,

trace fine gravel, trace silt.

Medium dense, similar to S7.

Medium dense, grayish brown, FINE and MEDIUM SAND, little to trace

coarse sand, trace silt.

Medium dense, grayish brown, FINE and COARSE SAND, some to little

fine gravel, trace silt.

Loose, grayish brown, FINE and COARSE SAND, trace fine gravel,

trace silt.

Cored small boulder.

Medium dense, grayish brown, FINE and COARSE SAND, trace fine

gravel, trace silt.

3

STA.

SHEET NO.

137+24

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



1

54/0.4

1

40

50/0.1

68.5

76.7

13

365.9

357.7

67.5

70.4

82.5

1.1 [55]

0.6 [67]

4.9 [98]

S13

S13

C2


7

65.5

69.5

77.5

Loose, grayish brown, FINE to COARSE SAND, some fine gravel, trace

silt.

-GLACIAL OUTWASH-

Very dense, dark olive gray, silty FINE SAND, little fine gravel, trace

medium and coarse sand, trace coarse gravel, with occasional cobble.

-GLACIAL TILL-

S14, 75.5’ - 75.6’, no recovery.


Hard, very slightly weathered to fresh, extremely fractured to sound,

dark gray, medium grained, GNEISS. Foliation is moderately dipping.

All fractures are along foliation.

RQD: 4.3 / 5.0 = 86%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

137+24

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



434

432

430

428

426

424

422

420

418

416

414

412

410

408

406

404

402

400

436

438

440

442

444B06

PIER 2

BF

TF



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

14 38

6/11NHDOT

SRL 9/11

------124-4-1

10930------------

------

SMG 9/11

6/11NHDOT

AS NOTED

5

5

5

5

2

5

2

5

4

2

4.5

4

5

7

5

6

430.4

6.5

11.5

16.5

21.5

26.5

0.5 [25]

0.9 [45]

0.9 [45]

0.6 [30]

0.2 [10]

S1

S2

S3

S4

S5

5

5

6

6

4

4.5

9.5

14.5

19.5

24.5

-River surface Reference at 434.88 feet-

-WATER-

Loose, olive brown, FINE and MEDIUM SAND, some coarse sand, little

silt, trace fine gravel.

-GLACIAL OUTWASH-

Loose, olive gray, FINE SAND, little silt, little medium sand.

Medium dense, similar to S2.

Medium dense, olive gray, silty FINE SAND.


0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

JKS 0.0 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

3

30

ELEV.

(ft)

NX

6/7/11 / 6/8/11

DRILLER

INSPECTOR


NWDATE

0

CORE

DEPTH

(ft)

434.96/7/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

0

1.875

Diedrich D-50

140

Automatic

John Soper


8:00 am

800370/125254

3

STA.

SHEET NO.

137+06

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION



3

5

9

5

25

17

24

48

1

3

5

3

15

15

13

20

47.0

10

9

38

17

50

33

74

387.9

31.5

36.5

41.5

46.5

51.5

56.5

61.5

1.9 [95]

0.8 [40]

0.7 [35]

0.5 [25]

1.6 [80]

1.8 [90]

1.7 [85]

1.2 [60]

S6

S7

S8

S9

S10

S11

S12

S13

7


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

7

21

10

38

25

43

29.5

34.5

39.5

44.5

49.5

54.5

59.5

64.5


trace silt, trace fine gravel.

-GLACIAL OUTWASH-

Medium dense, grayish brown, FINE to COARSE SAND, some fine

gravel, trace coarse gravel, trace silt.

Dense, similar to S7.

Medium dense, grayish brown, FINE and MEDIUM SAND, trace silt,

trace fine gravel.

Very dense, light olive gray, silty FINE SAND, little medium and coarse

sand, little to trace fine gravel, trace coarse gravel.

-GLACIAL TILL-

Dense, olive gray, silty FINE SAND, little fine gravel, trace medium and

coarse sand.

Very dense, olive gray, silty FINE SAND, little fine gravel, trace medium

and coarse sand.

-GLACIAL TILL-


3

STA.

SHEET NO.

137+06

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



28

50/0.3

9

45

75.3

42

75

359.6

66.5

71.5

75.3

82.0

0.9 [45]

0.5 [63]

4.9 [98]

S14

S15

C1


39

58

69.5

74.5

77.0

Very dense, olive gray, silty fine sand, trace medium and coarse sand,

trace fine gravel.


trace fine gravel, trace coarse gravel.


trace fine gravel, trace coarse gravel, with cobbles.


Very soft to hard, completely weathered to fresh, extremely fractured to

sound, medium grained, gray, GNEISS. From 77.0 to 78.2 feet, rock is

fresh, and sound. From 80.3 to 81.7 feet, rock is completely weathered

to moderately weathered and extremely fractured.

RQD: 3.5 / 5.0 = 70%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

3

STA.

SHEET NO.

137+06

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



434

432

430

428

426

424

422

420

418

416

414

412

410

408

406

404

402

400

436

438

440

442

444

B07

PIER 2

ABUTMENT B

BF

TF



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

15 38

6/11NHDOT

SRL 9/11

------124-4-1

10931------------

------

SMG 9/11

6/11NHDOT

AS NOTED

1

5

15

6

7

8

1

4

11

5

4

8

0.4

10.0

2

5

13

6

10

8

469.9

460.3

2.0

7.0

12.0

17.0

22.0

27.0

1.9 [95]

1.2 [60]

1.4 [70]

0.9 [45]

0.9 [45]

0.9 [45]

S1

S2

S3

S4

S5

S6

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

107.0

1.875

Diedrich D-50

140

Automatic

Barry Arseneau


6:30 am

800368/125371

4

STA.

SHEET NO.

1

5

14

8

9

7

0.0

5.0

10.0

15.0

20.0

25.0


Very loose, light yellowish brown, FINE SAND, trace medium sand,

trace silt

-ALLUVIUM-

Loose, light yellowish brown, MEDIUM SAND, trace fine gravel, trace

coarse sand, trace silt

Dense, light olive brown, gravelly MEDIUM-FINE SAND, trace coarse

sand, trace silt

-GLACIAL OUTWASH-

Medium dense, light olive brown, FINE SAND, trace silt, occasional

layers light olive brown MEDIUM-FINE SAND

Medium dense, light olive brown, FINE SAND, little silt, frequent layering

Medium dense, light olive brown, FINE SAND, trace silt, occasional thin

layers light olive brown silty FINE SAND

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAA 32.8 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

4

30

ELEV.

(ft)

NX

6/7/11 / 6/8/11

DRILLER

INSPECTOR


HWDATE

98.2

CORE

DEPTH

(ft)

437.56/9/11

TIMEBOTTOM

OF CASING

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION



8

7

8

9

13

11

13

8

8

6

7

11

10

7

5

10

11

10

9

14

15

20

32.0

37.0

42.0

47.0

52.0

57.0

62.0

1.1 [55]

1.3 [65]

1.4 [70]

1.3 [65]

1.2 [60]

0.0 [0]

0.1 [5]

S7

S8

S9

S10

S11

S12

S13

10

9

9

10

13

14

14

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Medium dense, light olive brown, silty FINE SAND, frequent layering

Medium dense, light olive brown, FINE SAND, little silt, trace medium

sand, occasional layers light olive brown silty FINE SAND



Dense, light olive brown, fine sandy SILT, frequent layering

No recovery

Dense, light olive brown, MEDIUM-FINE SAND, trace silt


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO. 2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



8

10

4

24

10

15

19

9

3

17

10

16

20

81.0

101.7

16

39

9

29

22

16

34

389.3

368.6

67.0

72.0

77.0

82.0

87.0

92.0

97.0

101.7

0.9 [45]

1.4 [70]

0.9 [45]

1.2 [60]

0.9 [45]

0.8 [40]

0.5 [25]

1.2 [34]

S14

S15

S16

S17

S18

S19

S20

C1

12

28

7

28

14

23

28

70.0

75.0

80.0

85.0

90.0

95.0

98.2

101.7



Dense, light olive brown, MEDIUM SAND, little fine sand, trace coarse

sand, trace silt, occasional thin layers light olive brown MEDIUM-FINE

SAND, little silt


coarse sand, occasional layering

Light olive brown, MEDIUM SAND, little fine sand

-GLACIAL TILL-

Light olive brown, MEDIUM-COARSE SAND, trace gravel, trace fine

sand, occasional severely weathered rock fragments

Medium dense, light olive brown, MEDIUM-COARSE SAND, trace

gravel, trace fine sand, occasional severely weathered rock fragments

Dense, light olive brown, MEDIUM SAND, little coarse sand, trace

coarse-fine gravel, trace fine sand, trace silt, occasional severely

weathered rock fragments

Dense, light olive brown, gravelly FINE SAND, some medium sand,

trace coarse sand, trace silt

Advanced boring with core barrel through boulders and cobbles from

98.2’ to 101.7’



STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO. 3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



107.0

1.6 [30]C2


Hard to very hard, moderately weathered, extremely fractured, grey with

black, medium-fine grained, GNEISS. Fractures shallow to moderately

dipping where discernible

RQD: 0.4 / 5.3 = 8%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO. 4



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

105

110

115

120

125

130

135

DESCRIPTION



470

472

474

476

478

480

468

466

464

462

460

458

456

454

452

450

448

446

444

442

440

438

436

B08

ABUTMENT B

ABUTMENT B

BA

138+06

138+06

138+06

138+06



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

16 38

6/11NHDOT

SRL 9/11

------124-4-1

10932------------

------

SMG 9/11

6/11NHDOT

AS NOTED

1

9

15

7

8

9

WOH

8

12

7

8

8

0.4

10.0

2

11

12

9

12

13

469.6

460.0

2.0

7.0

12.0

17.0

22.0

27.0

1.1 [55]

1.0 [50]

1.1 [55]

1.1 [55]

1.1 [55]

1.0 [50]

S1

S2

S3

S4

S5

S6

5/26/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

77.0

1.875

CME 45-C Track rig

140

Automatic

Barry Arseneau

105.0

J. Kibbee (NHDOT)

9:00 am

1

9

19

8

10

11

0.0

5.0

10.0

15.0

20.0

25.0


Very loose, olive yellow, FINE SAND, little silt, frequent layering

-ALLUVIUM-

Medium dense, light olive brown, MEDIUM-FINE SAND, trace coarse

sand, trace silt, frequent layering

Dense, light olive brown, MEDIUM-FINE SAND, little silt, trace coarse

sand

-GLACIAL OUTWASH-

Medium dense, light olive brown, silty FINE SAND

Medium dense, light olive brown, FINE SAND, little silt, occasional dark

yellowish brown mottling

Medium dense, olive, FINE SAND, trace silt

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAA 30.9 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

3

30

ELEV.

(ft)

439.2

NX

5/25/11 / 5/27/11

DRILLER

INSPECTOR


NWDATE

75.0

CORE

DEPTH

(ft)

439.1

800393/125350

4

STA.

SHEET NO.

138+01

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION



9

9

7

10

11

14

9

8

9

7

9

10

11

7

11

12

13

12

15

16

18

17

32.0

37.0

42.0

47.0

52.0

57.0

62.0

1.1 [55]

1.2 [60]

1.2 [60]

1.0 [50]

1.1 [55]

1.0 [50]

0.0 [0]

S7

S8

S9

S10

S11

S12

S13

10

10

9

12

15

17

13

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Medium dense, olive yellow, FINE SAND, some silt


-GLACIAL OUTWASH-


Dense, olive yellow, SILT, some fine sand

Dense, olive yellow, SILT, some fine sand

Dense, olive yellow, FINE SAND, little silt

No recovery


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+01

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



13

10

7

52

12

22

25

8

6

61

13

15

23

79.5

12

17

11

40

16

23

19

390.5

67.0

72.0

77.0

82.0

87.0

92.0

97.0

0.8 [40]

0.5 [25]

0.5 [25]

0.3 [15]

0.0 [0]

0.7 [35]

0.8 [40]

S14

S15

S16

S17

S18

S19

S20

13

17

10

50

13

21

25

70.0

75.0

80.0

85.0

90.0

95.0

Dense, light olive brown, MEDIUM-FINE SAND, trace coarse sand,

trace silt

Dense, light olive brown, MEDIUM-FINE SAND, trace gravel, trace silt

Medium dense, light olive brown, MEDIUM-FINE SAND, trace coarse

sand, trace silt

-GLACIAL TILL-

Very dense, light olive brown, FINE SAND, little medium sand, trace


No recovery

Dense, light olive brown, FINE SAND, little silt, trace coarse sand, trace

medium sand

Dense, light olive brown, MEDIUM-FINE SAND, trace coarse-fine

gravel, trace coarse sand, trace silt, severely weathered rock fragment

in spoon shoe

Casing would not advance beyond 98.7’

Advanced boring with core barrel through boulders and cobbles from

99.0’ to 106.0’. Retained 4.2’ sample. Three different rock types

represented


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+01

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



106.0 364.0

110.0

115.0

4.0 [100]

4.6 [92]

C1

C2


106.0

110.0


Hard to very hard, fresh, sound, grey with black, medium to fine grained,

GNEISS. Fractures shallow to moderately dipping

RQD: 3.4 / 4.0 = 85%

Hard to very hard, very slightly weathered to fresh, moderately fractured

to sound, grey with black, medium to fine grained, GNEISS. High angle

fracture from 113.5’ to 114.4’ along foliation. Other fractures shallow to

moderately dipping

RQD: 2.8 / 5.0 = 56%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+01

4



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

105

110

115

120

125

130

135

DESCRIPTION



470

472

474

476

478

480

468

466

464

462

460

458

456

454

452

450

448

446

444

442

440

438

436

B09

ABUTMENT B

ABUTMENT B

BA



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SCALE: �" = 1’-0"

BORING LOGS


TF = TOP OF FOOTING


SUBDIRECTORY


.DGN LOCATOR




151\181 12906

17 38

6/11NHDOT

SRL 9/11

------124-4-1

10933------------

------

SMG 9/11

6/11NHDOT

AS NOTED

2

7

9

5

7

8

1

4

8

6

6

7

0.4

5.0

2

11

8

6

9

9

467.9

463.3

2.0

7.0

12.0

17.0

22.0

27.0

1.4 [70]

1.2 [60]

2.0 [100]

0.9 [45]

1.1 [55]

1.1 [55]

S1

S2

S3

S4

S5

S6

6/10/11

TIMEBOTTOM

OF CASING

TYPE:

1.375

EAST/NORTH (ft)

GROUNDWATER

BOTTOM

OF HOLE

47.0

1.875

Diedrich D-50

140

Automatic

Barry Arseneau

47.0


7:30 am

800413/125343

1

9

8

7

9

10

0.0

5.0

10.0

15.0

20.0

25.0


Very loose, yellowish brown, MEDIUM-FINE SAND, trace fine gravel,

trace coarse sand

-ALLUVIUM-

Medium dense, light olive brown, gravelly MEDIUM SAND, trace coarse

sand, trace fine sand

-GLACIAL OUTWASH-

Medium dense, olive yellow, silty FINE SAND, trace fine gravel, trace

coarse sand, trace medium sand, frequent layering

Medium dense, light olive brown, MEDIUM-FINE SAND, little silt,

frequent layering

Medium dense, light olive brown, fine sandy SILT, occasional thin layers

olive SILT

Medium dense, light olive brown, FINE SAND, little silt, frequent layering

0

2

5

9

16

31

Soil Descriptions

-

-

-

-

-

-

1

4

8

15

30

60

Very Soft

Soft

Medium Stiff

Stiff

Very Stiff

Hard

Very Hard

4

10

24

50

NON-COHESIVE SOILS

NR

Very Loose

Loose

Medium Dense

Dense

Very Dense

Density

-

-

-

-

Not Recorded



Thin Wall Tube

Undisturbed Piston

Open End Rod

Auger Flight

Core Barrel ENGLISH

> 50

WOR - Weight of Rod


0

5

11

25



Some

Little

Trace


S

SL

T

U

O

A

C

COHESIVE SOILS

Major Component

35% - 50%

20% - 35%

10% - 20%

1% - 10%

Blows/foot

Proportion

Blows/foot


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

CASING

S

BAA 26.1 DRILL RIG

EQUIPMENT SAMPLER

HAMMER TYPE:

SIZE I.D. (in):

START/END

HAMMER WT. (lb):

3

30

29.8

ELEV.

(ft)

440.0

NX

6/9/11 / 6/13/11

DRILLER

INSPECTOR


67.0

NWDATE

45.0

CORE

DEPTH

(ft)

8:00 am6/13/11

442.2

65.0 438.5

4

STA.

SHEET NO.

138+05

1



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

0

5

10

15

20

25

DESCRIPTION



8

10

8

8

8

11

4

9

8

7

6

6

8

4

5

12

12

9

11

14

12

6

32.0

37.0

42.0

47.0

52.0

57.0

62.0

1.0 [50]

1.2 [60]

1.0 [50]

1.2 [60]

1.3 [65]

0.1 [5]

0.8 [40]

S7

S8

S9

S10

S11

S12

S13

12

11

8

10

9

12

5

30.0

35.0

40.0

45.0

50.0

55.0

60.0

65.0

Medium dense, light olive brown, silty FINE SAND, occasional layers

dark yellowish brown MEDIUM SAND, trace fine gravel, trace coarse

sand

Medium dense, light olive brown, fine sandy SILT, occasional thin layers

olive SILT


Medium dense, light olive brown, silty FINE SAND, trace medium sand,

frequent layering


Medium dense, light olive brown, silty FINE SAND

Loose, light olive brown, MEDIUM SAND, little fine sand, trace coarse

sand, occasional layering


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+05

2



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

30

35

40

45

50

55

60

65

DESCRIPTION



9

7

14

10

17

2

17

8

11

6

6

6

11

71.0

97.9

9

17

11

25

10

9

28

397.3

370.4

67.0

72.0

77.0

82.0

87.0

92.0

97.0

0.9 [45]

1.6 [80]

1.0 [50]

0.1 [5]

0.8 [40]

0.0 [0]

1.3 [65]

3.2 [64]

S14

S15

S16

S17

S18

S19

S20

C1

10

15

10

21

14

4

40

70.0

75.0

80.0

85.0

90.0

95.0

97.9

Medium dense, light olive brown, MEDIUM-FINE SAND, trace fine

gravel, trace coarse sand, occasional layers light olive brown FINE

SAND, trace silt

Light olive brown, MEDIUM SAND, trace fine gravel, trace coarse sand

-GLACIAL TILL-

Light olive brown, MEDIUM SAND, little coarse sand, trace fine gravel,

trace fine sand, occasional severely weathered rock fragments

Medium dense, light olive brown, MEDIUM SAND, little coarse sand,

trace fine gravel, trace fine sand, occasional severely weathered rock

fragments

Dense, light olive brown, ROCK FRAGMENTS

Dense, light olive brown, MEDIUM-FINE SAND, trace coarse sand

No recovery

Very dense, light olive brown, MEDIUM-FINE SAND, little coarse sand,

trace fine gravel, severely weathered rock fragments in spoon shoe


Hard to very hard, slightly weathered, moderately fractured, grey with

black, medium-fine grained, GNEISS. Fractures shallow to moderately

dipping

RQD: 1.9 / 5.0 = 38%


STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+05

3



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

70

75

80

85

90

95

100

DESCRIPTION



102.9



STRATUM

SYMBOL

DEPTH

RANGE

(ft)

DEPTH

(ft)

SAMPLE


BLOWS

PER

0.5 ft

SAMPLER

RECOVERY

(ft) [%]

4

STA.

SHEET NO.

138+05

4



BORING NO.

OFF.

TEST BORING REPORT

OF

BASELINE


NH Route 10

105

110

115

120

125

130

135

DESCRIPTION



470

472

474

476

478

468

466

464

462

460

458

456

454

452

450

448

446

444

442

440

438

436

434

B10

ABUTMENT B

BA



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\ABUTA 12906AbutA

.DGN LOCATOR



ABUTMENT A MASONRY

151\181 12906

18 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10934------------

5/13SMG

SMG 8/11

8/11SRL

AS NOTED

N

WP 1WP 3

À GIRDER 1À GIRDER 2À GIRDER 3À GIRDER 4À GIRDER 5

19’-6"20’-0"

7°-00’-00"

9’-6"21’-0"21’-0"9’-6"

1’-6"2’-0�"1’-0" 2’-1�"

1’-

4"

1’-

4"

2’-

8"

7"

61’-0"

(TYP)

8’-5"

CHORD

CONSTRUCTION

LINE

WORKING

SLAB SEAT

APPROACH

ABUTMENT

BACK OF

7"7’-10�"

(TYP)

8’-5�"

ABUTMENT A PLAN

SCALE: �" = 1’-0"

1’-

0"

2’-

8"

2’-

5"

JOINT

CONSTRUCTION

DECK

ABUTMENT

FACE OF

BRIDGE DECK

CONCRETE

STA. 135+76.00

WP 2BREAK

SHOULDER

1’-1�"19’-10�"19’-6�"1’-5�"

6’-6�"8’-6"4’-10"3’-8"8’-6"7’-4�"

(T

YP)

2’-

0"

(TYP)

2’-0"

(T

YP)

4’-0"

OU

TL

ET I

NV

ER

T

EL. 4

55.

0

26’-

0"

OU

TL

ET I

NV

ER

T

EL. 4

55.

0

31’-

0"

ITEM 605.906

12’-11�"

4 SP @ 8’-5�" = 33’-11"

5 - HP12x84 PILES

14’-1�"

À BEARING A

EL. 457.50

EL. 465.25

* EL. 470.46

** EL. 470.43

* EL. 469.66

** EL. 469.63

EL. 464.75

EL. 465.59EL. 465.62EL. 465.40EL. 465.19EL. 464.98

EL. 464.00EL. 464.50

* EL. 469.81

** EL. 469.78

* EL. 469.01

** EL. 468.98

** EL. 468.32** EL. 467.68

(ROADWAY ITEM)

3�" HUMUS (TYP)

(TYP)

3" MIN.

SLAB SEAT

APPROACH

DECK

TOP OF CONCRETE LINE

WORKING

EL. 462.00

FINISHED GRADE

** ELEVATIONS GIVEN AT BACK OF ABUTMENT

* ELEVATIONS GIVEN AT FACE OF ABUTMENT(ROADWAY ITEM) (TYP)

EMBANKMENT-IN-PLACE

ITEM 504.1

PAY LIMITS,

ITEM 209.201

GROUND

APPROX. EXISTING

(TYP)

1’-0"

JOINT

CONSTRUCTION

SCALE: �" = 1’-0"

ABUTMENT A ELEVATION

A

A

(T

YP)

2’-

0"

B

B(TYP)

HP12x84

** EL. 469.43

* EL. 469.45* EL. 469.79

** EL. 469.76

EL. 457.0

INVERT

EL. 457.0

INVERT

EL. 457.75

INVERTSEE DETAIL THIS SHEET

ITEM 605.906ITEM 585.21ITEM 585.22 ITEM 585.21 ITEM 585.22

SCALE: �" = 1’-0"

SECTION A-A

(2’-0" THICK)

ITEM 585.21

ITEM 593.411

À HP12x84

5’-0" 2’-8" 1’-0"

3’-9"

3’-0"

1’-

0"

1’-0"

1’-

0"

3

1

1

1

1

1

EL. 457.50

EL. 462.00

JOINT

CONSTRUCTION

DECK

ITEM 209.201

(SEE BR SHT 30)

APPROACH SLAB

(2’-0" THICK)

ITEM 508.

(SEE BR SHT 31)

EXPANSION JOINT

(ROADWAY ITEMS)

ROADWAY BOX QUANTITES

(ROADWAY ITEM)

EMBANKMENT-IN-PLACE

GROUND

APPROX. EXISTING

JOINT)

CENTERED OVER

(2’-0" WIDE,

ITEM 538.2

20’-0" 1’-4"

1’-0"

2’-5"1’-4"

PAY LIMIT ITEM 538.6


(ROADWAY ITEM)

PAY LIMIT 1�" WEARING COURSE

(ROADWAY ITEM)


ITEM 534.3

PAY LIMITS,

1’-0"2’-0" 1’-0" 2’-0"

6’-0"

BR SHT 31

SEE DETAIL A

ITEM 605.906

2’-0"

1

1

1’-

0"

(SEE BR SHT 30)

SLEEPER SLAB

À BEARING A

À BEARING

EL. 457.50

1

3

(2’-0" THICK)

ITEM 585.22

EL. 463.50

1’-

0"

1

1

ITEM 593.411

5’-0" 2’-8" 1’-0"(ROADWAY ITEM)

EMBANKMENT-IN-PLACE

SCALE: �" = 1’-0"

SECTION B-B

EL. 462.00

CENTERED OVER JOINT)

ITEM 538.2 (2’-0" WIDE,

1’-

0"

1’-4"1’-4"

JOINT

CONSTRUCTION

ITEM 534.3

PAY LIMITS,

ITEM 207.3

PAY LIMITS,

(ROADWAY ITEM)

3�" HUMUS

2’-0"

ITEM 605.906

1’-

0"

GROUND

APPROX. EXISTING

UNDERDRAIN DETAIL

SCALE: �" = 1’-0"

UNDERDRAIN (CONTRACTOR’S OPTION)

ITEM 605.906, 6 IN. PIPE

1’-6"

1’-

8"

2"

SUBS. TO ITEM 605.906

SAND


AGGREGATE


GEOTEXTILE

SECTION 605.

SHALL MEET THE REQUIREMENTS OF

GEOTEXTILE, AGGREGATE, AND SAND

NOTE;



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\ABUTA 12906A-Rebar

.DGN LOCATOR



ABUTMENT A REINFORCEMENT

151\181 12906

19 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10935------------

5/13SMG

SMG 7/12

7/12SRL

AS NOTED

SCALE: �" = 1’-0"

ABUTMENT A ELEVATION

8 NS, 8 FS

16 #6A1 @ 1’-0"

7 NS, 7 FS, SPL W/#6A1

14 #6A1 @ 1’-0"

2 BARS/LINE

APPROACH SLAB SEAT

2 LINES TOP, 1 LINE MID

6 #5A3

SP

L

W/

#6

A1

7

#6

A4

NS

AL

T

SP

L

W/

#6

A1

14

#8

A5

@

6"

FS

SP

L

W/

#6

A1

7

#6

A4

NS

AL

T

SP

L

W/

#6

A1

13

#8

A5

@

6"

FS

@

1’-

0"

NS

1

EA

#6

A9 -

#6

A1

0

@

6"

FS

1

EA

#8

A1

1 -

#8

A1

2

@

6"

FS,

AL

T

SP

L

W/

#6

A2

1

EA

#8

A1

3 -

#8

A1

7

@

6"

FS

1

EA

#8

A1

8 -

#8

A2

0

9�

"

3"

@

6"

FS,

AL

T

SP

L

W/

#6

A2

1

EA

#8

A3

2 -

#8

A3

6

3"

@

1’-

0"

NS

1

EA

#6

A2

7 -

#6

A2

8

@

6"

FS

1

EA

#8

A3

7 -

#8

A3

9

5�

"

SP

L

W/

#6

A2

1

EA

#6

A6 -

#6

A8

NS

@

1’-

0"

NS

1

EA

#6

A2

2 -

#6

A2

3

1 NS, 1 FS

2 #5A21E Û

@

6"

FS

1

EA

#8

A2

9 -

#8

A3

1

1 NS, 1 FS

2 #5A40E Û

@ 1’-0"

3 #5A41 â

1’-0" 1’-1" 1’-0"11"

@ 1’-0"

7 #5A42 â

@ 1’-0"

4 #7A43 â

@ 1’-0"

3 #7A43 â

@ 1’-0"

7 #5A45 â

@ 1’-0"

3 #5A46 â

1 NS, 1 FS

2 #7A47 Ò

1 NS, 1 FS

2 #7A48 Ò

1 NS, 1 FS

2 #7A49 Ò

1 NS, 1 FS

2 #7A50 Ò

1 NS, 1 FS

2 #7A51 Ò

(TYP)

11"

(TYP)

11"

4 LINES, 2 BARS/LINE

8 #6A1 SP EQ BEAM SEAT

9 NS, 9 FS

18 #7A53

4 NS, 4 FS

8 #7A52

SPL W/#7A43 â

SPL W/#7A44 â SPL W/#7A44 â SPL W/#7A44 â SPL W/#7A44 â

SPL W/#7A43 â

9 NS, 9 FS

18 #7A54

9 NS, 9 FS

18 #7A55

9 NS, 9 FS

18 #7A56

3 NS, 3 FS

6 #7A56

SP W/#7A52 - #7A56

41 #5A58E Ü APPROACH SLAB DOWEL

SP W/#7A52 - #7A56

41 #5A59E APPROACH SLAB SEAT

SPL (TYP)

2’-9" MIN

X

X

X

XX

X

X

X

A

A

SP W/#7A47 Ò - #7A56

46 #5A57 Æ BEAM SEAT

2 BARS/LINE

2 LINES,

4 #6A1 MID

21 COLUMN, 7/COLUMN, SP W/#7A43 â & #7A44 â

147 #4A80 @ 1’-0" VERT (SHOWN AS "X")

22 COLUMN, 6/COLUMN, SP W/#7A43 â & #7A44 â

132 #4A80 @ 1’-0" VERT (SHOWN AS "X")

B

B

C

C

#8A29 FS

#6A22 NS

DD

EE

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1 #5A66E Æ

1 #5A76E Æ

3 LINES NS, 3 LINES FS

6 #6A2

3"3"

X

X

X

X

X X

X X

SP

L

W/

#6

A2

1

EA

#6

A2

4 -

#6

A2

6

NS

1

#6

A4

NS

@ 10"

9 #7A44 â

@ 10"

9 #7A44 â

@ 10"

9 #7A44 â

@ 10"

9 #7A44 â

5 COLUMN, 8/COLUMN, SP W/#5A42 â

40 #4A80 @ 1’-0" VERT (SHOWN AS "X")

5 COLUMN, 8/COLUMN, SP W/#5A45 â

40 #4A80 @ 1’-0" VERT (SHOWN AS "X")

9" 9"

SPL #7 (TYP)

3’-0" MIN

SPL #5 (TYP)

1’-6" MIN

SPL #8 (TYP)

4’-11" MIN

SPL #6 (TYP)

2’-9" MIN

CL

EA

R

3"

#5A69E Æ

#8A11 FS

#6A4 NS

#5A79E Æ

#5

A7

0E

Æ

#5

A6

0E

Æ

SPL W/#5A42 â

1 EA #5A63E Æ - #5A69E Æ

SPL W/#5A41 â

1 EA #5A60E Æ - #5A62E Æ

SPL W/#5A45 Æ

1 EA #5A73E Æ - #5A79E Æ

SPL W/#5A46 â

1 EA #5A70E Æ - #5A72E Æ

SCALE: �" = 1’-0"

SECTION A-A

NS

&

FS

#6

A1

#6A1

#6A1

NS

&

FS

#6

A2

#5A57 Æ

#5A3(TYP)

DECK REINFORCEMENT

#4

A8

0

APP SLAB DOW

#5A58E Ü

#7A56

#7A44 â

#5A59E

SCALE: �" = 1’-0"

SECTION B-B

NS

&

FS

#6

A1

#6A1

#6A1

NS

&

FS

#6

A2

#5A3(TYP)

DECK REINFORCEMENT

#7A49 Ò

#5A57 Æ

SCALE: �" = 1’-0"

SECTION C-C

#5A45 âWING

FACE OF

#5A77E Æ

#6

A4

#8

A5

#6

A2

2 -

#6

A2

7

#8

A2

9 -

#8

A3

7

#5A40E ÛN

SCALE: �" = 1’-0"

SECTION D-D

#5A41 â #5A42 â

#7A43 â

#7A44 â #7A44 â #7A44 â #7A44 â

#7A43 â

#5A45 â #5A46 â

#6A4

#8A5#6A1

#6A1

#6A1#8A5

#6A4 #6A1

#4A80 #4A80 #4A80 #4A80 #4A80 #4A80

SCALE: �" = 1’-0"

(DECK REINFORCEMENT NOT SHOWN FOR CLARITY)

SECTION E-E

OF DECK

OUTLINE

#5A76E Æ

NS & FS

#7A52

NS & FS

#7A53

NS & FS

#7A54

NS & FS

#7A55

NS & FS

#7A56

NS & FS

#7A56

#5A66E Æ

#5A59E

#5A58E Ü

#5A3 #5A3

#6A26

#8A36#8A17

#6A8

#6A2

#5A60E Æ - #5A69E Æ #5A70E Æ - #5A79E Æ



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\ABUTB 12906AbutB

.DGN LOCATOR



ABUTMENT B MASONRY

151\181 12906

20 38

4/13KFD

KFD 4/13

5/13KDF124-4-1

10936------------

5/13SMG

SMG 11/11

8/11SRL

AS NOTED

N

À GIRDER 5À GIRDER 4À GIRDER 3À GIRDER 2À GIRDER 1

19’-6"20’-0"

7°-00’-00"

9’-6"21’-0"21’-0"9’-6"

1’-6"2’-0�"1’-0" 2’-3�"

1’-

4"

1’-

4"

2’-

8"

6’-1�" 8’-6" 4’-10" 3’-8" 8’-6" 7’-6�"

1’-3�"19’-8�"19’-5�"1’-6�"

7"

61’-0"

(TYP)

8’-5"

CHORD

CONSTRUCTION

LINE

WORKING

SLAB SEAT

APPROACH

ABUTMENT

BACK OF

7" 7’-10�"

(TYP)

8’-5�"

ABUTMENT B PLAN

SCALE: �" = 1’-0"

1’-

0"

2’-

8"

2’-

5"

JOINT

CONSTRUCTION

DECK

ABUTMENT

FACE OF

BRIDGE DECK

CONCRETE

WP 10

STA. 138+01.02

WP 11

WP 12

BREAK

SHOULDER

(T

YP)

2’-

0"

(T

YP)

4’-0"

(TYP)

2’-0"

OU

TL

ET I

NV

ER

T

EL. 4

56.

0

22’-

0"

OU

TL

ET I

NV

ER

T

EL. 4

56.

0

25’-

0"

ITEM 605.906

À BEARING B

14’-1�"

4 SP @ 8’- 5�" = 33’-11"

5 - HP12x84 PILES

12’-11�"

EL. 459.50

EL. 469.25

* EL. 472.67

** EL. 472.70

* EL. 471.87

** EL. 471.90

EL. 467.00

EL. 467.84 EL. 467.87 EL. 467.65 EL. 467.44 EL. 467.23

EL. 466.00

EL. 467.00

* EL. 472.04

** EL. 472.07

* EL. 471.24

** EL. 471.27

** EL. 470.61** EL. 469.97

(ROADWAY ITEM)

3�" HUMUS (TYP)

(TYP)

3" MIN.

ITEM 209.201

(TYP)

1’-0"

SCALE: �" = 1’-0"

ABUTMENT B ELEVATION

A

A

(T

YP)

2’-

0"

B

B

** EL. 471.70

* EL. 471.68

SLAB SEAT

APPROACH

DECK

TOP OF CONCRETELINE

WORKING

EL. 464.00

FINISHED GRADE

(TYP)

HP12x84

** ELEVATIONS GIVEN AT BACK OF ABUTMENT

* ELEVATIONS GIVEN AT FACE OF ABUTMENT

ITEM 504.1

PAY LIMITS,

GROUND

APPROX. EXISTING

JOINT

CONSTRUCTION

ITEM 504.1

PAY LIMITS,

* EL. 472.00

** EL. 472.03

EL. 459.0

INVERT

EL. 459.75

INVERT

EL. 459.0

INVERT

SEE DETAIL THIS SHEET

ITEM 605.906ITEM 585.21 ITEM 585.22ITEM 585.21ITEM 585.22

SCALE: �" = 1’-0"

SECTION A-A

(2’-0" THICK)

ITEM 585.21

ITEM 593.411

À HP12x84

5’-0"2’-8"1’-0"

3’-9"

6’-0"

1’-

0"

1’-0"

1’-

0"

1

1

1

1

1

EL. 459.50

EL. 464.00

JOINT

CONSTRUCTION

DECK

ITEM 209.201

(SEE BR SHT 30)

APPROACH SLAB

(2’-0" THICK)

ITEM 508.

(SEE BR SHT 31)

EXPANSION JOINT

(ROADWAY ITEMS)

ROADWAY BOX QUANTITES

(ROADWAY ITEM)

EMBANKMENT-IN-PLACE

GROUND

APPROX. EXISTING

JOINT)

CENTERED OVER

(2’-0" WIDE,

ITEM 538.2

20’-0"1’-4"

1’-0"

2’-5" 1’-4"



(ROADWAY ITEM)


(ROADWAY ITEM)


ITEM 534.3

PAY LIMITS,

(SEE BR SHT 30)

SLEEPER SLAB

1�

ITEM 207.3

PAY LIMITS,

ITEM 504.1

PAY LIMITS,

ITEM 504.1

PAY LIMITS,

1’-0"2’-0" 1’-0" 2’-0"

6’-0"

BR SHT 31

SEE DETAIL A

2’-0"

ITEM 605.906

1

1

1’-

0"

À BEARING B

À BEARING

EL. 459.50

1

(2’-0" THICK)

ITEM 585.22

1’-

0"

1

1

ITEM 593.411

5’-0"2’-8"1’-0"

SCALE: �" = 1’-0"

SECTION B-B

CENTERED OVER JOINT)

ITEM 538.2 (2’-0" WIDE,

1’-

0"

1’-4" 1’-4"

JOINT

CONSTRUCTION

ITEM 534.3

PAY LIMITS,

ITEM 207.3

PAY LIMITS,

(ROADWAY ITEM)

3�" HUMUS

1�

ITEM 504.1

PAY LIMITS,

GROUND

APPROX. EXISTING

ITEM 209.201

2’-0" ITEM 605.906

1’-

0"

UNDERDRAIN DETAIL

SCALE: �" = 1’-0"

UNDERDRAIN (CONTRACTOR’S OPTION)

ITEM 605.906, 6 IN. PIPE

1’-6"

1’-

8"

2"


SAND


AGGREGATE


GEOTEXTILE

SECTION 605.

SHALL MEET THE REQUIREMENTS OF

GEOTEXTILE, AGGREGATE, AND SAND

NOTE;



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\ABUTB 12906B-rebar

.DGN LOCATOR



ABUTMENT B REINFORCEMENT

151\181 12906

21 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10937------------

5/13SMG

SMG 8/12

8/12SRL

AS NOTED

SCALE: �" = 1’-0"

ABUTMENT B ELEVATION

7 NS, 7 FS, SPL W/#6B1

14 #6B1 @ 1’-0"

SP

L

W/

#6

B1

8

#6

B4

NS

AL

T

SP

L

W/

#6

B1

15

#8

B5

@

6"

FS

SP

L

W/

#6

B1

7

#6

B4

NS

AL

T

SP

L

W/

#6

B1

13

#8

B5

@

6"

FS

@

1’-

0"

NS

1

EA

#6

B1

0 -

#6

B1

1

@

6"

FS,

AL

T

SP

L

W/

#6

B2

1

EA

#8

B1

5 -

#8

B1

9

@

6"

FS

1

EA

#8

B2

0 -

#8

B2

2

9"

3"

@

6"

FS,

AL

T

SP

L

W/

#6

B2

1

EA

#8

B3

1 -

#8

B3

5

3"

@

1’-

0"

NS

1

EA

#6

B2

8 -

#6

B2

9

@

6"

FS

1

EA

#8

B3

6 -

#8

B3

8

6�

"

SP

L

W/

#6

B2

1

EA

#6

B7 -

#6

B9

NS

1 NS, 1 FS

2 #5B23E Û1 NS, 1 FS

2 #5B39E Û

@ 1’-0"

3 #5B40 â

1’-0"1’-1"11"

@ 1’-0"

7 #5B41 â

@ 1’-0"

4 #7B42 â

@ 1’-0"

3 #7B42 â

1 NS, 1 FS

2 #7B45 Ò

1 NS, 1 FS

2 #7B46 Ò

1 NS, 1 FS

2 #7B47 Ò

1 NS, 1 FS

2 #7B48 Ò

1 NS, 1 FS

2 #7B549 Ò

(TYP)

11"

(TYP)

11"


8 #6B1 SP EQ BEAM SEAT

9 NS, 9 FS

18 #7B51

4 NS, 4 FS

8 #7B50

SPL W/#7B42 â

SPL W/#7B43 âSPL W/#7B43 âSPL W/#7B43 âSPL W/#7B43 â

SPL W/#7B42 â

9 NS, 9 FS

18 #7B52

9 NS, 9 FS

18 #7B53

9 NS, 9 FS

18 #7B54

3 NS, 3 FS

6 #7B54

SP W/#7B50 - #7B54

41 #5B56E Ü APPROACH SLAB DOWEL

SP W/#7B50 - #7B54

41 #5B57E APPROACH SLAB SEAT

SPL (TYP)

2’-9" MIN

X

X

X

X X

X

X

X

A

A

SP W/#7B45 Ò - #7B54

46 #5B55 Æ BEAM SEAT

2 BARS/LINE

2 LINES,

4 #6B1 MID

21 COLUMN, 7/COLUMN, SP W/#7B42 â & #7B43 â

147 #4B78 @ 1’-0" VERT (SHOWN AS "X")

22 COLUMN, 6/COLUMN, SP W/#7B42 â & #7B43 â

132 #4B78 @ 1’-0" VERT (SHOWN AS "X")

B

B

C

C

#5B77E Æ

#5B67E Æ

D D

E

E

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

1 #5B63E Æ

1 #5B71E Æ

3 LINES NS, 3 LINES FS

6 #6B2

8 NS, 8 FS

16 #6B1 @ 1’-0"

2 BARS/LINE

APPROACH SLAB SEAT

2 LINES TOP, 1 LINE MID

6 #5B3

#8B30 FS

#6B4 NS

#8B12 FS

#6B4 NS

@ 1’-0"

10 #5B44 â3"

3"

@

1’-

0"

NS

1

EA

#6

B4

&

#6

B6

@

6"

FS

1

EA

#8

B1

2 -

#8

B1

4

@

6"

FS

3

#8

B3

0

X

X

X

X

SP

L

W/

#6

B2

1

EA

#6

B2

5 -

#6

B2

7

NS

@ 10"

9 #7B43 â

@ 10"

9 #7B43 â

@ 10"

9 #7B43 â

@ 10"

9 #7B43 â

5 COLUMN, 8/COLUMN, SP W/#5B44 â

40 #4B78 @ 1’-0" VERT (SHOWN AS "X")

5 COLUMN, 8/COLUMN, SP W/#5B41 â

40 #4B78 @ 1’-0" VERT (SHOWN AS "X")

XX

XX

9" 9"

SPL #5 (TYP)

1’-6" MIN

SPL #7 (TYP)

3’-0" MIN

SPL #6 (TYP)

2’-9" MINSPL #8 (TYP)

4’-11" MIN

@

1’-

0"

NS

1

EA

#6

B4

&

#6

B2

4

CL

EA

R

3"

#5

B5

8E

Æ

SPL W/#5B40 â

1 EA #5B58E Æ - #5B60E Æ

SPL W/#5B41 â

1 EA #5B61E Æ - #5B67E Æ

SPL W/#5B44 Æ

1 EA #5B68E Æ - #5B77E Æ

#5B3APP SLAB DOW

#5B56E Ü

(TYP)

DECK REINFORCEMENT

#6B1

#5B57E

NS

&

FS

#6

B2

NS

&

FS

#6

B1

#6B1

#7B43 â

#5B55 Æ

#7B54

#4

B7

8

SCALE: �" = 1’-0"

SECTION A-A

#7A47 Ò

#6B1

NS

&

FS

#6

B1

SCALE: �" = 1’-0"

SECTION B-B

#5B3(TYP)

DECK REINFORCEMENT

#6B1

NS

&

FS

#6

B2

#5B55 Æ

SCALE: �" = 1’-0"

SECTION C-C

#5B44 âWING

FACE OF

#5B75E Æ

#6

B4

#8

B5

#6

B2

5 -

#6

B2

8

#8

B3

1 -

#8

B3

7

#5B39E Û

#8

B3

0

#6

B4

#6

B2

4

N

SCALE: �" = 1’-0"

SECTION D-D

#5B40 â#5B41 â

#7B42â

#7B43â#7B43 â#7B43 â#7B43 â

#7B42 â

#5B44 â

#6B4

#8B5 #6B1

#6B1

#6B1 #8B5

#6B4#6B1

#4B78 #4B78 #4B78 #4B78 #4B78 #4B78

SCALE: �" = 1’-0"

(DECK REINFORCEMENT NOT SHOWN FOR CLARITY)

SECTION E-E

OF DECK

OUTLINE

#5B71E Æ

NS & FS

#7B50

NS & FS

#7B51

NS & FS

#7B52

NS & FS

#7B53

NS & FS

#7B54

NS & FS

#7B54

#5B63E Æ

#5B57E

#5B56E Ü

#5B3#5B3

#6B27

#8B35 #8B19

#6B9

#6B2

#5B58E Æ - #5B67E Æ#5B68E Æ - #5B77E Æ



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

PIER 1 SHOWN, PIER 2 SIMILAR

NOTE:

SUBDIRECTORY

BRD\PIER 12906Pier

.DGN LOCATOR



PIER MASONRY

151\181 12906

22 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10938------------

5/13SMG

SMG 9/11

8/11SRL

AS NOTED

N

À CONSTRUCTION

SCALE: �" = 1’-0" (SHOWN ONLY IF DIFFERENT THAN PIER 1)

(XX) = DIMENSION OR ELEVATION OF PIER 2

XX = DIMENSION OR ELEVATION OF PIER 1

(WP 7)

WP 4

(11�")

11�"

7"

(TYP)

8’-5"

À GIRDER 1 À GIRDER 2 À GIRDER 5

À GIRDER 4

À GIRDER 3

À BEARING

4’-

6"

5’-

0"

4’-

6"

7’-

0"

7’-

0"

2’-

0"

5’-

0"

5’-

0"

2’-

0"

23’-6"24’-10"

1’-0" 1’-0"

(TYP)

8’-5�"

22’-6"23’-10"

PIER PLAN

(STA. 137+43.63)

STA. 136+33.63

(WP 9)

WP 6

46’-4"

2’-

0"

14’-

0"

2’-

0"

18’-

0"

CONSTRUCTION CHORD WORKING LINE

WP 5 (WP 8)

2’-0"48’-4"2’-0"

52’-4"

1’-6" (TYP)

3’-0" (TYP)

2’-0"

7 SP @ 6’-4" = 44’-4"

24 - HP12x53 PILES

2’-0"

2’-6"

(2’-11�")

2’-10�"

(1’-9�")

1’-9�"

(1’-9�")

1’-9�"

(2’-10�")

2’-9�"

(17’-10")

17’-10�"

(19’-1�")

19’-2�"

A

A

SCALE: �" = 1’-0"

PIER ELEVATION

GRADE

PROPOSED FINISHED

GROUND

APPROX. EXISTING

(TYP)

HP12x53

(EL. 465.37)

EL. 464.27

(EL. 465.34)

EL. 464.24

(EL. 465.13)

EL. 464.03

(EL. 464.92)

EL. 463.82

(EL. 464.70)

EL. 463.60

(EL. 464.60)

EL. 463.50(EL. 465.27)

EL. 464.17

(TYP)

2’-0"

1

12

(TYP)

ITEM 209.201

(TYP)

SUITABLE FILL

FLOW

ITEM 504.1

PAY LIMITS,

ITEM 207.3

PAY LIMITS,

ITEM 504.1

PAY LIMITS,

ITEM 207.3

PAY LIMITS,

(SEE SECTION B-B)

NOSE ARMOR

‘ 8x8x�

(T

YP)

5�

"

(TYP)

4’-0"

(TYP)

8’-0"

3’-4"

SHEAR KEY (TYP)

2’-0"x 4’-0"x 5�"

EACH WAY

2" WASH (TYP)

BB

(T

YP)

1’-

6"

WORKING LINE

(TYP)

1" MIN

(TYP)

ITEM 503.201

EL. 450.00

EL. 430.00

EL. 427.00

EL. 423.00

(EL. 463.00)

EL. 462.00

TOP OF RUSTICATION

SCALE: �" = 1’-0"

SECTION A-A

(TYP)

HP12x53

48

1

1"

MI

N.

2"

WA

SH

(3’-7�" @ EL. 463.00)

VARIES

À BEARING & PIER

4’-6"2’-6"2’-6"4’-6"

2’-0"14’-0"2’-0"

SHEAR KEY

2’-0"x 4’-0"x 5�"

(TYP)

SUITABLE FILL

(TYP)

ITEM 209.201

ITEM 207.3

PAY LIMITS,

(TYP)

(2’-0" THICK)

ITEM 585.21

(TYP)

ITEM 593.411

GROUND

APPROX. EXISTING

ITEM 504.1

PAY LIMITS,

ITEM 534.3

PAY LIMITS,

18’-0"

(TYP)

ITEM 503.201

ITEM 520.6

EL. 435.00

EL. 430.00

EL. 427.00

EL. 423.00

ITEM 520.213

ITEM 520.12

8’-0"

UPSTREAM END ONLY)

(INCL. IN ITEM 550.1,

‘ 8x8x� GALV. A709 GR. 36

À PIER

(T

YP)2

"(TYP)

45°-00’-00"

SECTION B-B

SCALE: �" = 1’-0"

(INCL. IN ITEM 550.1)

ALTERNATING @ 1’-0" O.C.

�" ´ x 8" STUDS

RUSTICATION DETAIL

SCALE: 3" = 1’-0"

1�"

�"

2"

�"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBYPIER 1 SHOWN, PIER 2 SIMILAR

NOTE:

SUBDIRECTORY

BRD\PIER 12906PierRein

.DGN LOCATOR



PIER REINFORCEMENT

151\181 12906

23 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10939------------

5/13SMG

SMG 9/11

8/11SRL

AS NOTED

A

A

SCALE: �" = 1’-0"

X XX XXXXXXXXXXX X X X XXXX

XXXXXXXXXXX XXXXXX X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXX

X X X X X

#5P1 #5P1

41 NS, 41 FS, 7/END

96 #7P5

41 NS, 41 FS, 7/END

96 #7P5, SPL W/#7P3 ˛

BB

CC

5 EQ SP

#7P3 ˛ NS & FS

30 SP @ 1’-0"

#7P3 ˛ NS & FS

5 EQ SP

#7P3 ˛ NS & FS

3 EQ SP

#7P3 ˛ NS & FS

3 EQ SP

#7P3 ˛ NS & FS

SPLICE (TYP)

3’-0" MIN

SP

LI

CE (

TY

P)

3’-

9"

MI

N


8 #6P7, SP EQ TOP

SPACING FOR TIES SHOWN AS X

#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5


#4’S @ 3’-0", TIE W/#7P3 ˛ & #7P5


#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5


#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5


#4’S @ 3’-0", TIE W/#7P3 ˛ & #7P5


#4’S , 5 EQ SP, TIE W/#7P3 ˛ & #7P5

5 EQ SP30 SP @ 1’-0"5 EQ SP

#7P5 SPACING AT TOP OF SHAFT

PIER REINFORCEMENT

TOP & BOT

#10P2

(1 #5P42 Ù)

SPL W/#6P7

1 #5P41 Ù

(1 #5P42 Ù)

SPL W/#6P7

1 #5P41 Ù

(TYP)

(#4P78 )

#4P77

(TYP)

(#4P76 )

#4P75

(TYP)

#4P43

1

EA

EN

D

PI

ER,

SP

L

W/

#6

P6

2

EA, #

5P

8 -

#5

P4

0 (

#5

P4

1) Ù

(SHOWN ONLY IF DIFFERENT THAN PIER 1)

(XX) = REBAR DESIGNATION OR QUANTITY OF PIER 2

XX = REBAR DESIGNATION OR QUANTITY OF PIER 1

41 #4P77 (#4P78 )

33 (

34)

LI

NE

S

NS, 3

3 (

34)

LI

NE

S

FS, 2

BA

RS/

LI

NE

13

2 (

13

6)

#6

P6

@

1’-

0"

HP12x53 PILES

SP

W/

#6

P6

21

EA, #

4P

43 -

#4

P7

5 (

#4

P7

6)

SCALE: �" = 1’-0"

WORKING LINE

4"

11"11"

SPLICE (TYP)

2’-5" MIN

47 TOP, 47 BOT (CUT AS REQUIRED AT PILE LOCATIONS)

94 #10P2 @ 1’-0"

PIER FOOTING REINFORCEMENT

(TYP BOTH ENDS)

7 #7P3 ˛, SP EQ

2 BARS/LINE

14 LINES TOP, 14 LINES BOT

56 #5P1 @ 1’-0"

1 TOP, 1 BOT

2 #10P2

1 TOP, 1 BOT

2 #10P2

HP12x53 PILES

41 NS, 41 FS

82 #7P3 ˛, SP W/#10P2

N

SCALE: �" = 1’-0"

VIEW C-C

#6P7 #6P7

#7P5 NS & FS

(TYP BOTH ENDS)

#7P5(#5P42 Ù)

#5P41 Ù

(#5P42 Ù)

#5P41 Ù

(#4P78 )

#4P77

SCALE: �" = 1’-0"

SECTION A-A

6’-

0"

6"

TOP & BOT

#5P1

SP

LI

CE (

TY

P)

3’-

9"

MI

N

EQ SP

#6P7

NS

&

FS

#6

P6

#7P5

#7P5

#7P3 ˛

#10P2

(#4P78 )

#4P77

#4

P4

3 -

#4

P7

5 (

#4

P7

6 )

CONCRETE

FACE OF

2�" CLEAR

BAR (TYP)

VERTICAL

2�" CLEAR

CONCRETE

FACE OF

45°-00’-00"

TYPICAL TIE BAR DETAILN.T.S.

GROOVE

RUSTICATION

(TYP)

1�"

BAR

HORIZONTAL

#4 TIE BAR

GROOVE

RUSTICATION

SCALE: �" = 1’-0"

SECTION B-B

À PIER

MIN

2’-5"

(T

YP)2"

#5P20 Ù

(TYP)

45°-00’-00"#6P6

#6P6

#4P55 #4P55

#7P5 NS & FS

ON BR SHT 22

SEE SECTION B-B

SP EQ

#7P5



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

NOT TO SCALE

BOTTOM OF WEB

57’-6" 57’-6"

À BRG ABUT BÀ BRG PIER 2À BRG PIER 1À BRG ABUT A

CAMBER DIAGRAM

110’-0"

SEE BR SHT 25

FOR WEB HAUNCH DETAIL

WEB DEPTH

LINE

REFERENCE (TYP)

FABRICATION POSITION

FULLY CAMBERED

SUBDIRECTORY

BRD\SUPER 12906Framplan

.DGN LOCATOR



FRAMING PLAN

151\181 12906

24 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10940------------

5/13SMG

SMG 11/11

11/11SRL

AS NOTED

N

(EXP)

À BRG. ABUT. A

(EXP)

À BRG. PIER 1

(TYP)

7°-00’-00" SKEW

(EXP)

À BRG. ABUT. B

(EXP)

À BRG. PIER 2

À CONSTRUCTION

STA. 138+01.02

STA. 137+43.63STA. 136+33.63

STA. 135+76.00

CHORD

CONSTRUCTION

SEE DETAIL BR SHT 26

CONNECTION DETAIL (TYP)

ABUTMENT A DIAPHRAGM


TYPE 1 DIAPHRAGM (TYP)





ABUTMENT B DIAPHRAGM



PIER CROSS FRAME


TYPE 2 CROSS FRAME (TYP)

À GIRDER 5

À GIRDER 4

À GIRDER 3

À GIRDER 2

À GIRDER 1

SPAN 1 SPAN 2 SPAN 3

(TYP)

FIELD SPLICE

4

SP

@

8’-

5"

=

33’-

8"

22’-0" 22’-0"

8"8"

FRAMING PLAN

SCALE: 1" = 10’-0"

138137

136

BR SHT 26

SEE DETAIL ON

DRIP BARS (TYP)

5’-0"

DIAPHRAGM SP

14’-2"

DIAPHRAGM SPACING

2 SP @ 19’-2" = 38’-4"

DIAPHRAGM SPACING

6 SP @ 18’-4" = 110’-0"

DIAPHRAGM SPACING

2 SP @ 19’-2" = 38’-4"

DIAPHRAGM SP

14’-2"

5’-0"



SPLICE

À FIELD

SPLICE

À FIELD

57’-6"110’-0"57’-6"

5’-1�" 5’-1�"18’-0"58’-0"65’-6"58’-0"18’-0"

N

À BRG ABUT A À BRG PIER 1 À BRG PIER 2 À BRG ABUT B

(TYP)

1’-4�"

JOINT (TYP)

CONSTRUCTION

CHORD

CONSTRUCTION

BRIDGE DECK POURING SEQUENCE

SCALE: 1" = 30’-0"

ALL DIMENSIONS GIVEN ALONG CONSTRUCTION CHORD

1 1 122 33



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

NOTES

2

2

2

SUBDIRECTORY

BRD\SUPER 12906Girder

.DGN LOCATOR



GIRDER LAYOUT

151\181 12906

25 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10941------------

5/13SMG

SMG 11/11

11/11SRL

AS NOTED

1. WEB DEPTH = START DEPTH + DEPTH CHANGE * (DISTANCE FROM START / PARABOLA LENGTH)

D1 = 33.0000" + 19.9375" * (X1 / 25.7500’)

D2 = 33.0000" + 19.9375" * (X2 / 52.0000’)

2. DEPTH CHANGE = ALGEBRAIC DIFFERENCE IN WEB DEPTH BETWEEN START LOCATION AND

À PIER MINUS 1�" TO ACCOUNT FOR CURVED PORTION OF TRANSITION (SEE WEB

HAUNCH DETAIL, THIS SHEET).

3. X1 AND X2 MEASURED IN FEET, D1 AND D2 ARE NORMAL TO THE TOP OF WEB.

GIRDER ELEVATION AND SHEAR CONNECTOR LAYOUT

SCALE: �" = 1’-0"

À BRG PIER 1À BRG ABUT A À FIELD SPLICE À SPAN 2

THIS SHEET

SEE WEB HAUNCH DETAIL

6"

3 STUDS/ROW

55 SP @ 1’-0" = 55’-0"

3 STUDS/ROW

76 SP @ 9" = 57’-0"

22’-0"

55’-0"57’-6"

FLANGE PLATE �"x 16"

29’-5"

FLANGE PLATE 1�"x 16"

50’-9"W

EB

DE

PT

H

33"

@ À BEARING

54" WEB DEPTH

WE

B

DE

PT

H

33"


66’-0"

CONSTANT WEB DEPTH GIRDER

29’-5"

VARIABLE WEB DEPTH GIRDER

83’-9"

À SPAN 2

SYMMETRICAL ABOUT

�" WEB PLATE �" WEB PLATE

8"


50’-9"

FLANGE PLATE �"x 16"

29’-5"


66’-0"

(TYP)

�

1’-

0"

1’-

0"

1’-0"

1’-

4�

"

HO

LE

S

3 -

1�

" ´

DEPTH

33" WEB

X1

D1

X2

D2

AA

OF GIRDER

IN LONGITUDINAL DIRECTION

WELD TO BE GROUND FLUSH

À WEB SPLICE

�"

WE

B

PL

AT

E

SHOP WEB SPLICE DETAILSSCALE: AS NOTED

ELEVATION

SCALE: �" = 1’-0"

SECTION A-A

SCALE: 6" = 1’-0"

GROOVE WELD

COMPLETE PENETRATION

�" WEB

2�

1

À SPLICE

SCALE: 3" = 1’-0"

OF FLANGE

WEB SIDE

FLANGE THICKNESS TRANSITION

SHOP SPLICE AT

DIRECTION OF GIRDER

BE GROUND FLUSH IN LONGITUDINAL

COMPLETE PENETRATION GROOVE WELD TO

PRIOR TO WELDING

BEVEL PLATE

SHEAR CONNECTOR DETAIL

SCALE: 1�" = 1’-0"

À GIRDER

FIELD WELD (TYP)

AUTOMATIC STUD ARC

5"5"

MI

N

2�

"

MI

N

2"

1�"

�" DIAMETER (TYP)

�"

7"

OPTION ON BRIDGE SHEET 29.

SPACING WITH THE DECK PANEL

SEE REVISED SHEAR CONNECTOR

XX WEB DEPTH

1’-0"

1’-6"

2’-0"

2’-6"

3’-0"

54"

53�"

53�"

52�"

53 �"

XX XX

(LEVEL)

TANGENT

W.P.

WEB PLATE

À BRG PIER

R = 22.63’

CIRCULAR CURVE

CURVE

PARABOLIC

R = 22.63’

CIRCULAR CURVE

CURVE

PARABOLIC

W.P.

1’-0"1’-0"1’-0"1’-0"1’-0"1’-0"

TYPICAL WEB HAUNCH DETAIL AT PIERSSCALE: �" = 1’-0"

À SPLICE

1�"

3"

2�"

1�"

3"

2�"

�" MAX

1�

"1�

"

4"

3’-0�

"

= 2’-9"

11

SP

@ 3"

ELEVATION SECTION

` �"x 7"x 2’-7"

` �"x 7"x 2’-7"

` �"x 1’-2"x 3’-0�"

2’-7"

À SPLICE

1�"

1�"1�" 1�"

= 1’-0"

4 SP @ 3"

= 1’-0"

4 SP @ 3"

AND BOTTOM FLANGE BOTTOM SIDE

PLAN TOP FLANGE TOP SIDE

1’-4"

2" 3

"

2"

3"

À GIRDER

2’-7"

À SPLICE

1�"

1�"1�" 1�"

= 1’-0"

4 SP @ 3"

= 1’-0"

4 SP @ 3"

7"

2" 3

"

2"

3"

À GIRDER

AND BOTTOM FLANGE WEB SIDE

PLAN TOP FLANGE WEB SIDE

1’-4"

7"

TO FIT BEARING ELEVATIONS.

IN THE SHOP WHILE GIRDERS ARE ASSEMBLED

HOLES FOR FIELD SPLICES SHALL BE DRILLED

NOTE;

FIELD SPLICE DETAILS

SCALE: �" = 1’-0"

41.05"

@ À

SP

LI

CE

VA

RI

AB

LE

DE

PT

H

WE

B

` �"x 1’-4"x 2’-7"

` �"x 1’-4"x 2’-7"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\SUPER 12906Kframe

.DGN LOCATOR



CROSS FRAME & DIAPHRAGM DETAILS

151\181 12906

26 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10942------------

5/13SMG

SMG 11/11

11/11SRL

AS NOTED

BEARING STIFFENER - ABUTMENT A & BSCALE: 1�" = 1’-0"

(TYP)

�

(TYP)

�

�

BEAR (TYP)

GRIND TO

�"– �" (TYP)

�"– �" (TYP) 1�" (TYP)

�"– �

" (

TY

P)

(T

YP)

3"

33"

�"x 7�" (TYP)

BEARING STIFFENER

SCALE: 1�" = 1’-0"

CONNECTION PLATE

(TYP)

�

(TYP)

�

�

BEAR (TYP)

GRIND TO

�"– �" (TYP)

�"– �" (TYP) 1�" (TYP)

�"– �

" (

TY

P)

(T

YP)

3"

VA

RI

ES

�"x 7�" (TYP)

CONNECTION PLATE

SCALE: 1�" = 1’-0"

(TYP)

�

(TYP)

�

�

BEAR (TYP)

GRIND TO

�"– �" (TYP)

�"– �" (TYP) 1�" (TYP)

�"– �

" (

TY

P)

(T

YP)

3"

54"

BEARING STIFFENER - PIER 1 & 2

�"x 7�" (TYP)

BEARING STIFFENER

SCALE: �" = 1’-0"

(TYP)

3" MINIMUM

(T

YP)

SP

@ 3"

(TYP)

1�"PLATE (TYP)

�" CONNECTION

(TYP)

3" MINIMUM

MC18x42.7

TYPE 1 DIAPHRAGM (44 REQUIRED)

PLATE (TYP)

�" GUSSET ‘ 4x4x�

‘ 4x4x�

‘ 4x4x�

TYPE 2 CROSS FRAME (8 REQUIRED)

SCALE: �" = 1’-0"

(TYP)

3" MINIMUM

(T

YP)

SP

@ 3"

(TYP)

1�"

(TYP)

3" MINIMUM

� (TYP)

(TYP)

1" MINIMUM

(TYP)

1" MINIMUM

PLATE (TYP)

�" GUSSET

WEL

D (T

YP)

3"

MI

NI

MU

M

WEL

D

AT E

ND (T

YP)

�"– �

" TER

MI

NATE

(TYP)

STIFFENER

�" BEARING

�

(TYP)

(TYP)

45°-00’-00"

(T

YP)

1"

FLANGE

TOP OF BOTTOM

WELD (TYP)

SEAL WITH

(T

YP)

�"

ABUTMENT A DIAPHRAGM & DRIP BAR DETAIL

�

(TYP)

FOR �"´ BOLTS

À �"´ HOLES

À BRG ABUT A

SCALE: 1" = 1’-0"

(TYP)

MC18x42.7

(TYP)

7°-00’-00"

ENDS OF ALL GIRDERS)

(TYP. ON DOWN SLOPE

�"V x 1"H DRIP BARS

5’-0"

6"6"

PLATE (TYP)

�" CONNECTION

STIFFENER (TYP)

�" BEARING 4"

�

(TYP)

SCALE: 1" = 1’-0"

(TYP)

45°-00’-00"

(T

YP)

1"

FLANGE

TOP OF BOTTOM

WELD (TYP)

SEAL WITH

(T

YP)

�"

FOR �"´ BOLTS

À �"´ HOLES

STIFFENER (TYP)

�" BEARING

(TYP)

7°-00’-00"

�

(TYP)�

(TYP)�

(TYP)

À BRG PIER

(TYP)

6"

(TYP)

4’-0"

BOTH SIDES OF PIER)

OF ALL GIRDERS ON

(TYP. ON DOWN SLOPE

�"V x 1"H DRIP BARS

(TYP)

‘ 4x4x�

PIER CROSS FRAME & DRIP BAR DETAIL

(TYP)

�" GUSSET PLATE

SCALE: 1" = 1’-0"

ABUTMENT B DIAPHRAGM DETAIL

FLANGE

TOP OF BOTTOM

FOR �"´ BOLTS

À �"´ HOLES

À BRG ABUT B

STIFFENER (TYP)

�" BEARING(TYP)

MC18x42.7

(TYP)

7°-00’-00"

�

(TYP)

5’-0"

4"

PLATE (TYP)

�" CONNECTION

�

(TYP)



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

ELEVATION TABLE AND HAUNCH DETAIL THIS SHEET.

THE GIRDER TO THE BOTTOM OF THE DECK SLAB AT THE À OF THE GIRDER. SEE

AND THOSE IN THE TABLE IS THE ACTUAL BLOCKING DISTANCE FROM THE TOP OF

INDICATED IN THE TABLE. THE DIFFERENCE BETWEEN THE ELEVATIONS OBTAINED

ELEVATIONS ON THE TOP FLANGE OF THE GIRDERS ARE OBTAINED AT THE POINTS

1. AFTER THE STRUCTURAL STEEL IS ERECTED BUT BEFORE THE DECK FORMS ARE BUILT,

GIRDER WEIGHT.

ADJUSTED FOR TOTAL DEAD LOAD DEFLECTION, LESS THE DEFLECTION DUE TO

2. ELEVATIONS SHOWN IN THE TABLE ARE FINISHED BOTTOM OF SLAB ELEVATIONS

DECK SLAB ELEVATION NOTES

SEE BRIDGE SHEET 29.

3. FOR ELEVATIONS AT THE BOTTOM OF SLAB FOR THE PRECAST CONCRETE PANEL OPTION,

SUBDIRECTORY

BRD\SUPER 12906Decksect

.DGN LOCATOR



DECK SECTION

151\181 12906

27 38

4/13KFD

KFD 4/13

5/13SMG124-4-1

10943------------

5/13SMG

SMG 8/11

8/11SRL

AS NOTED

TYPICAL DECK SECTIONSCALE: �" = 1’-0"

À GIRDER 1

À GIRDER 5

INTERMEDIATE BAY

TYPICAL

AT ABUTMENT

TYPICAL BAY

AT PIERS

TYPICAL BAY

4 SP @ 8’-5" = 33’-8"

5 WELDED PLATE GIRDERS

(T

YP)

10"

(T

YP)

VA

RI

ES

À CONSTRUCTION

(TYP)

6"

(TYP)

FACE OF CURB

(TYP)

FACE OF RAIL

(TYP)

7" REVEAL

VARIES

VARIES

DRIP NOTCH (TYP)

À �" HALF ROUND

(TYP)

ITEM 563.23

(TYP)

ITEM 534.3

PAY LIMITS,

2.4%- 2.4%

ITEM 538.6

(1" THICK)

ITEM 403.911

(ROADWAY ITEM)

1�" WEARING COURSE

(8�" THICK)

ITEM 520.70026

À CONSTRUCTION CHORD

7"

ı 39’-0" OUT-TO-OUT

ı 19’-6" ı 19’-6"

ı 2’-0"

SHOULDER

ı 5’-6"

SOUTHBOUND TRAVEL WAY

ı 12’-0"

NORTHBOUND TRAVEL WAY

ı 12’-0"

SHOULDER

ı 5’-6"

ı 2’-0"

(TYP)

ı 2"

(TYP)

ı 2"


- 3.0%

SHOULDER BREAK

1’-0"

MAX. OFFSET

1’-3�"

MIN 2’-0�" –)

(MAX 3’-4�" –

MIN 1’-1�" –)

(MAX 3’-3�" –

SCALE: 1�" = 1’-0"

8�

"

À GIRDER @ À BEARING

HAUNCH DETAIL

GIVEN TO THIS POINT

ELEVATIONS IN TABLE ARE

(TYP)

2�"

2�" @ PIERS)

(3�" @ ABUTMENTS,

BLOCKING DISTANCE



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

SUBDIRECTORY

BRD\SUPER 12906Deckbars

.DGN LOCATOR



DECK REINFORCEMENT

151\181 12906

28 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10944------------

5/13SMG

SMG 3/12

3/12SRL

AS NOTED

SCALE: �" = 1’-0"

À GIRDER 1 À GIRDER 5

SECTION A-A

PLACEMENT AT MIDSPAN

TYPICAL TOP & BOTTOM BAR

8 SP @ 11" = 7’-4"

#5D1E 6�"6�" 6�"6�"

PLACEMENT OVER PIERS

TYPICAL TOP BAR

16 SP @ 5�" = 7’-4"

#5’S

SP AS SHOWN

#5D1E IN CURB

#5D8E Ł

ALONG EDGE COPING

#5D1E TOP & BOT

2 SP @ 10" = 1’-8"

#5D1E TOP & BOT

SP AS SHOWN

#5D1E IN CURB

#5D8E Ł

ALONG EDGE COPING

#5D1E TOP & BOT

2 SP @ 1’-0" = 2’-0"

#5D1E TOP & BOT

À GIRDER 2 À GIRDER 3 À GIRDER 4

#5D6E

#5D7E#5D2E ALT W/#5D3E

2�" CLEAR

1�" CLEAR

DECK

8�" CONCRETE

DECK REINFORCEMENT PLAN

SCALE: �" = 1’-0"

À BRG ABUT A

À BRG PIER 1 À BRG PIER 2

À BRG ABUT B6"6"

4�" 4�"

A

A

CC

162 TOP, 162 BOT

324 #5D5E @ 6"

131 TOP, 131 BOT

262 #5D6E @ 6"

162 TOP, 162 BOT

324 #5D7E @ 6"

SP AS SHOWN IN SECTION A-A

32 LINES TOP, 2 BARS/LINE, 1 EA BAR

32 #5D2E & 32 #5D3E ALT IN PAIRS

#5D2E

#5D2E

#5D3E

#5D3E


43 LINES TOP, 43 LINES BOT, 8 BARS/LINE

688 #5D1E


1 LINE TOP, 1 LINE BOT, 6 BARS/LINE

12 #5D1E



16 #5D1E ALONG EDGE COPING



4 #5D1E



4 #5D1E



16 #5D1E ALONG EDGE COPING

N

SPL (TYP)

2’-7" MINJOINT (TYP)

DECK CONSTRUCTION

(TYP)

37’-0"

(TYP)

24’-0"

SPL (TYP)

2’-7" MIN

#5D2E

(TYP)

37’-0"

(TYP)

24’-0"

#5D3E

#5D2E #5D3E


32 LINES TOP, 2 BARS/LINE, 1 EA BAR

32 #5D2E & 32 #5D3E ALT IN PAIRS

SPL (TYP)

2’-7" MIN

BB

CHORD

CONSTRUCTION

SP

L

W/

#5

D1

E

TO

P

44

#6

D4

E

Ü

SP

L

W/

#5

D1

E

TO

P

44

#6

D4

E

Ü

87 #5D8E Ł @ 3/RAIL POST ASSEMBLY (SEE BR SHT 35 FOR DETAILS)

228 #5D8E Ł @ 1’-0" (PLACE IN CURB W/ALT #5 TRANSVERSE BARS)

87 #5D8E Ł @ 3/RAIL POST ASSEMBLY (SEE BR SHT 35 FOR DETAILS)

228 #5D8E Ł @ 1’-0" (PLACE IN CURB W/ALT #5 TRANSVERSE BARS)



24 #5D1E IN COPING



24 #5D1E IN COPING

SCALE: �" = 1’-0"

SECTION B-B

À BRG ABUT A

#5D5E

5D1E#

#6D4E Ü

SLAB DOWEL

APPROACH

#5A58E

SCALE: �" = 1’-0"

SECTION C-C

#5D7E

#5D1E

SLAB DOWEL

APPROACH

#5B56EÀ BRG ABUT B

#6D4E Ü


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER

TOTAL SHEETSSHEET NO.FEDERAL PROJECT NO.

DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED

BY DATEDATE BYREVISIONS AFTER PROPOSAL

REV. DATE

ISSUE DATESHEET SCALESUBDIRECTORY

DECK PANELS_HL93

.DGN LOCATOR

4/02

AS NOTED

PRESTRESSED CONCRETE DECK PANEL NOTES

4/02

4/02

PRECAST CONCRETE DECK PANEL DETAILS

SPAN 1

0L .1L .2L .3L .4L .5L .6L .7L .8L .9L 1.0L

0.00 0.00 0.00

0.00 0.12 0.28 0.43 0.55 0.60 0.55 0.43 0.28 0.12 0.00

0.00 0.00 0.00

SPAN 2

SPAN 3

OF SLAB ELEVATION TABLE" DETAILED IN THE PLANS AND GIRDER HAUNCH DETAILS ON THIS SHEET.

THE TOP FLANGE OF THE GIRDERS ARE TO BE OBTAINED AT THE POINTS INDICATED IN "BOTTOM

1) AFTER THE GIRDERS ARE ERECTED AND BEFORE PRECAST DECK PANELS ARE SET, ELEVATIONS ON

CAST-IN-PLACE DECK THICKNESS AND THE TOTAL COMPOSITE DECK THICKNESS.

2) THE BOTTOM OF SLAB ELEVATIONS SHALL BE ADJUSTED BY THE DIFFERENCE BETWEEN THE

12/10

12/10

(6) CORROSION INHIBITOR (CALCIUM NITRITE) ADMIXTURE SHALL BE USED.

REBAR AND FOLLOW LAYOUT OF TOP MAT OF STEEL SHOWN ON THE DECK REINFORCING SHEET.

SHALL HAVE EPOXY COATED REBAR. CAST-IN-PLACE OVERPOUR SHALL HAVE EPOXY COATED

(11) REINFORCING IN PANELS SHALL BE BLACK BAR EXCEPT FOR END PANELS AT ABUTMENTS WHICH

PREVENT PANEL MOVEMENT TRANSVERSE TO THE GIRDERS.

(9) TEMPORARY BRACING BETWEEN ENDS OF PANELS SHALL BE SUPPLIED AS REQUIRED TO

SCREWS SHALL BE FILLED WITH AN APPROVED GROUT PRIOR TO DECK PLACEMENT.

GROUTING OPERATIONS AND PRIOR TO DECK PLACEMENT. HOLES LEFT BY LEVELING

(8) IF LEVELING SCREWS ARE USED, THEY SHALL BE COMPLETELY REMOVED AFTER THE

FOR ADDITIONAL INFORMATION.

(7) SEE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS FOR SECTIONS 520 AND 528

SHALL BE DETERMINED BY THE FABRICATOR AND INDICATED ON THE SHOP DRAWINGS.

(5) PANEL LIFTING LOCATIONS SHOWN ARE ADVISORY ONLY. ACTUAL LIFTING LOCATIONS

WITH AN APPROVED HIGH STRENGTH ADHESIVE.

SHALL BE CUT IN THE FIELD TO THE REQUIRED HEIGHT AND AFFIXED TO THE GIRDERS

(4) IF HIGH DENSITY EXPANDED POLYSTYRENE FOAM IS USED AS A TEMPORARY SUPPORT, IT

OF 0.06 in. BROOM THE SURFACE PARALLEL TO THE STRAND.

(3) THE TOP SURFACE OF THE DECK PANELS SHALL BE BROOMED TO A SURFACE ROUGHNESS

NHDOT

NHDOT

NHDOT

NHDOT12/10

DESIGN CRITERIA:

DECK SLAB ELEVATION NOTES

-0.04

-0.01

-0.07

-0.02

-0.08

-0.04

-0.07

-0.06

-0.06

-0.07

-0.04

-0.08

-0.02

-0.07

-0.01

-0.04

(NEGATIVE VALUES INDICATE UPWARD DEFLECTION)

- GROUT DAM WIDTH = 1�"

- STEEL FLANGE WIDTH = 16"

- PAVEMENT THICKNESS = 2�"

- C-I-P DECK THICKNESS = 5"

- MAXIMUM INITIAL COMPRESSION = 0.750 ksi (W/ f’ci = 4 ksi)

- ALLOWABLE TENSION IN CONCRETE = 0.19 f’c

- LIVE LOAD = HL-93

BAR SPACING = 5�"

BAR SIZE = #5

REINFORCEMENT REQUIREMENTS IN TOP MAT OVER PIERS TO MEET AASHTO LRFD 6.10.1.7

STRAND SPACING = 6"

f’c = 6 KSI

f’ci = 4 KSI

CONCRETE STRENGTHS

PANEL THICKNESS = 3�"

PANEL LENGTH = 7’-8"

C-C GIRDER SPACING = 8’-5"

(10) THE FOLLOWING DECK PANEL DESIGN INFORMATION SHALL BE USED FOR THIS PROJECT:


WINCHESTER & SWANZEY 151\181 12906

29 38

---124-4-1

10945------------

---

BRC\SUPER

GIRDER DEFLECTIONS DUE TO DECK PANEL DEAD LOAD (IN.)

AFTER ALLOWING FOR CHUCK SLIPPAGE.

STRANDS SHALL BE PULLED TO HAVE A NET TENSION OF 17.2 KIPS PER STRAND

LOW-RELAXATION TYPE, CONFORMING TO THE REQUIREMENTS OF ASTM A416. ALL

(2) PRESTRESSING STRANDS SHALL BE �" DIAMETER, GRADE 270 SEVEN WIRE

f’ci = 4,000 PSI MINIMUM

(1) CONCRETE STRENGTH: f’c = 6,000 PSI MINIMUM AT 28 DAYS

--- ---SCALE: 2" = 1’-0"

SHEAR CONNECTOR SPACING

(T

YP)

2�

"

(T

YP)

9"

2�"2�"

5"

À GIRDER

8�" MIN

9" MAX

CLEAR

1" MIN

STRAND PROJECTION

4" MIN

(T

YP)

6"

(TYP)

�" ´ STRAND

CONNECTOR (TYP)

�" ´ SHEAR

DAM THICKNESS

1�" GROUT

MIN

2"

(TYP)

AND GROUT DAM

EDGE OF FLANGE

PANEL (TYP)

EDGE OF PRECAST

(TYPICAL EXCEPT FOR END OF PANELS AT ABUTMENTS)

NOTCH ENDS OF PRECAST CONCRETE PANELS

TOP SURFACE (TYP)

BROOM FINISH

(TYP)

#3 BAR

PANELS ONLY

FOR END

PROJECTION

1’-6" REBAR

(TYP)

PROJECTION

4" MIN STRAND

(TYP)

LIFTING DEVICE

THICKNESS (MIN)

3�" PANEL

AT ABUTMENTS ONLY

FOR END OF PANELS

1’-6" MIN

�" ´ STRANDS

3" (MIN)1�

"

À

ST

RA

ND

S1�

"

1�" �"

ROUGHEN PANEL - BROOM FINISH

#3

BA

RS -

SP

AC

ED

@ 6"

3"(MIN)�" ´ STRANDS

PANEL WIDTH - 4’-0" MIN 8’-0" MAX

CL

EA

R

2"

MI

N

DECK PANEL DETAIL

SECTION A-A

SCALE: �" = 1’-0"

SCALE: �" = 1’-0"

PA

NE

L

LE

NG

TH

= 7’-8"

C-

C

GI

RD

ER

= 8’-5"

(5" THICK)

CONCRETE OVERPOUR

CAST-IN-PLACE

PROJECTION (TYP)

4" MIN STRAND

À GIRDER

(3�" THICK)

DECK PANELS

PRECAST CONCRETE

THICKNESS

GROUT BED

CLEAR

1"

THICKNESS)

ADMIXTURE (1" MIN

WATER REDUCING

CLASS AA W/ HIGH RANGE

* GROUT BED - CONCRETE

STEEL GIRDER HAUNCH DETAIL

SCALE: 2" = 1’-0"

PANELS (MIN)

SHALL EXTEND TO THE TOP OF DECK

HORIZONTAL SHEAR CONNECTORS

* ENSURE GROUT FLOWS UNDER PANEL FOR COMPLETE BEARING

MIN

2"

DAM THICKNESS

1�" GROUT

(TYP)

GROUT DAM

8�" MIN

9" MAX

CLEAR

1" MIN

PANEL ELEVATION

BOTTOM OF DECK



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

FOR SECTION D-D SEE BRIDGE SHEET 31.

SUBDIRECTORY

BRD\SUPER 12906Appslab

.DGN LOCATOR



APPROACH SLAB MASONRY & REINFORCEMENT

151\181 12906

30 38

4/13KFD

KFD 4/13

4/13KFD124-4-1

10946------------

5/13SMG

SMG 11/11

11/11SRL

AS NOTED

N

138

APPROACH SLAB MASONRY & REINFORCEMENT

SCALE: �" = 1’-0"

À BRG ABUT A À BRG ABUT B

CHORD

CONSTRUCTION

CHORD

CONSTRUCTION

AA

STA. 138+01.02

WP 11

WP 15

WP 14

WP 13

WP 18

WP 17

WP 16

B B

19’-

6�

"1

9’-

7�

"

18’-

11�

"2

0’-

2�

"

R = 5000’

À CONSTRUCTION

19’-

5"

19’-

5�

"

18’-

9�

"2

0’-

0�

"

R = 5000’

À CONSTRUCTION

(TYP)

9"

(T

YP)

1’-0"

(TYP)

CURB SEAT

ABUTMENT A ONLY

PROVIDE PVC DRAINS AT


GALV. MESH (TYP)

(23 GAGE)

1’-6"x 6"x �"

@ 6"

2

SP

(T

YP)

2’-3"

(TYP)

2’-0"

(TYP)

1’-0"

(T

YP)

3"

(TYP)

3’-0"

(T

YP)

ı 39’-0"

OU

T-

TO-

OU

T

(T

YP)

ı 2’-0"

(T

YP)

ı 17’-6"

(T

YP)

ı 17’-6"

(T

YP)

ı 2’-0"

43 #8

AS3

E

@ 11"

BO

T

IN

CU

RB

3 #5

AS4

E

SP

EQ

IN

CU

RB

3 #5

AS4

E

SP

EQ

SP EQ

5 #5AS5E Ł

SP EQ

5 #5AS5E Ł

SP

W/#5

AS6

E

36 #5

AS7

E

ÆS

P

EQ

3 #5

AS8

E

Æ

SP

EQ

3 #5

AS8

E

Æ

CURB SEAT

2 #5AS9E Æ

CURB SEAT

2 #5AS9E Æ

C

C

(TYP)

83°-00’-00"

STA. 135+76.00

WP 2

(TYP)

"T"

20’-0"APPROACH SLAB (TYP)

1’-4"

(TYP)

(20 #5AS1E @ 1’-0" BOT)

20 #5AS2E @ 1’-0" BOT

9 #5AS5E Ł, 3/RAIL POST ASSEMBLY

20 #5AS5E Ł, SP W/#5AS2E (#5AS1E)

9 #5AS5E Ł, 3/RAIL POST ASSEMBLY

20 #5AS5E Ł, SP W/#5AS2E (#5AS1E)

7 TOP, 7 BOT)

(14 #5AS1E SP EQ

7 TOP, 7 BOT

14 #5AS2E SP EQ

TOP SLEEPER SLAB)

(3 #5AS1E SP EQ

TOP SLEEPER SLAB

3 #5AS2E SP EQ

SHOWN ONLY IF DIFFERENT THAN ABUT B APPROACH SLAB

(XX) = REBAR DESIGNATION FOR ABUT A APPROACH SLAB

XX = REBAR DESIGNATION FOR ABUT B APPROACH SLAB

(T

YP)

ı 4’-6"

-3

%-2.4

%

D

D

UNDERDRAIN (TYP)

À 4" ´ PVC

BR SHT 3

(TYP) SEE NOTES

1�" ´ PVC DRAINS

40

TO

P, 40

BO

T

80 #5

AS6

E

@ 1’-0" –

SCALE: �" = 1’-0"

SECTION A-A - MASONRY

1’-

6"

�" CHAMFER

1%MESH

GALV. ITEM 538.6

1" THICK

ITEM 403.911

(ROADWAY ITEM)

1�" WEARING COURSE

À BRG ABUT A

2�

"

À 1�" ´ PVC DRAINS

À EXP JTSLAB

SLEEPER

BEGIN

1’-

0"

ı 24’-6"

ı �"T"

ı 1’-3"

ı 1’-0"ı 3’-0"

@ 65° F

ı "T" = 1�"

ı 3’-0" ı 3’-0"

ı 2’-0"ı 6’-0"

ON BR SHT 31

SEE DETAIL A

VA

RI

ES

VA

RI

ES

(SUBS. TO ITEM 520.0302)

NON-WOVEN GEOTEXTILE


COARSE AGGREGATE

ITEM 520.0302)

BEYOND STONE SLOPE) (SUBS. TO

(EXTEND @ 2% SLOPE TO OUTLET 3"

4" ´ PVC (SCHEDULE 40) UNDERDRAIN

520.0302)

(SUBS. TO ITEM

NOTES BR SHT 3.

STRIPS. SEE

PLASTIC BEARING

ı 20’-0�" @ 65°F

ı 20’-0�" MIN

* PERPENDICULAR TO ABUTMENT

SCALE: �" = 1’-0"

SECTION B-B - REINFORCEMENT

1%

À BRG ABUT B

#5AS6E

#5AS7E Æ

#8AS3E

(#5AS1E BOT)

#5AS2E BOT

(#5AS1E)

#5AS2E

(#5AS1E TOP & BOT)

#5AS2E TOP & BOT

SHOWN ONLY IF DIFFERENT THAN ABUT B APPROACH SLAB

(XX) = REBAR DESIGNATION FOR ABUT A APPROACH SLAB

XX = REBAR DESIGNATION FOR ABUT B APPROACH SLAB

2’-6"

APP SLAB DOW

(#5A58E )

#5B56E

REINFORCEMENT.

APPROACH SLAB AND SLEEPER SLAB

PROVIDE 3" MIN CLEAR COVER FOR

NOTE:

SCALE: �" = 1’-0"

SECTION C-C

#5AS4E

#8AS3E

#5AS5E Ł

(#5AS1E)

#5AS2E



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

JOINT OPENING OF 2.37".

CAN COMPRESS TO A MINIMUM JOINT OPENING OF 1.09", AND CAN EXPAND TO A MAXIMUM

1. THE JOINT SEAL TYPE 1 MATERIAL SHALL HAVE A MINIMUM RANGE OF MOVEMENT OF 1.53",

THE JOINT SEAL ADHESIVE PROPERTIES.

SLAB USING A JOINT SEAL ADHESIVE. SEE THE SPECIAL PROVISION FOR ITEM 559.6 FOR

2. THE JOINT SEAL TYPE 1 MATERIAL SHALL BE BONDED TO THE SLEEPER SLAB AND APPROACH

SLEEPER SLAB EXPANSION JOINT NOTES

SEAL TYPE 1 WITH ADHESIVE.

DOWN TO A DEPTH EQUAL TO THE JOINT SEAL TYPE 1 DEPTH THEN INSTALL THE JOINT

APPROACH SLAB HAS CURED, REMOVE THE TOP PORTION OF THE TYPE 2 JOINT MATERIAL

3. THE TYPE 2 JOINT MATERIAL SHALL BE USED TO FORM THE APPROACH SLAB. AFTER THE

FOR LOCATION OF SECTION D-D, SEE BRIDGE SHEET 30.

SUBDIRECTORY

BRD\SUPER 12906Appslab

.DGN LOCATOR



APPROACH SLAB & SLEEPER SLAB DETAILS

151\181 12906

31 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10947------------

5/13SMG

SMG 11/11

11/11SRL

AS NOTED

SEAL TYPE 1 MATERIAL AND TYPE 2 JOINT MATERIAL.

4. ITEM 559.6, PREFORMED CLOSED CELL EXPANSION JOINT SYSTEM (F), INCLUDES JOINT

1’-0"3’-0"

1’-

6"

3’-0" 3’-0"

@ 65° F

"T" = 1�"

"T"

6’-0"9"

SEAT

CURB

SCALE: �" = 1’-0"

(°F)

TEMP

40

50

60

70

80

90

100

1.76

1.65

1.55

1.45

1.35

1.25

1.14

(INCH)

"T"

SLEEPER SLAB EXPANSION JOINT DETAIL (ITEM 559.6)


SEE NOTES BR SHT 3.

PLASTIC BEARING STRIPS.

�" TO �"

RECESS JOINT

ITEM 559.6

SEE SPECIAL PROVISION FOR

BASED ON TEMPERATURE TABLE.

TYPE 2 JOINT MATERIAL WIDTH

ITEM 534.3 ITEM 534.3

PROVISION FOR ITEM 559.6

TYPE 1 MATERIAL. SEE SPECIAL

JOINT SEAL 2" W x 2" D (MIN)

END OF DECK

ALL COSTS SUBSIDIARY TO ITEM 559.41)

PAVEMENT AND MEMBRANE BACK TO SAWCUT)

SAWED BITUMINOUS PAVEMENT (REMOVE

ITEM 538.6

ITEM 403.911 (1" THICK)

1�" WEARING COURSE (ROADWAY ITEM)

ITEM 541.1APPROACH SLAB

6"

3"

3"

DETAIL ASCALE: 1" = 1’-0"

(6" WIDE) (F)

FLEXIBLE JOINT

ELASTOMERIC PLUG TYPE

ITEM 559.41, MODIFIED

SCALE: �" = 1’-0"

SOUTH SLEEPER SLAB ELEVATION*** = ELEVATION GIVEN AT SLEEPER SLAB BACK EDGE

** = ELEVATION GIVEN AT SLEEPER SLAB FACE

* = ELEVATION GIVEN AT SLEEPER SLAB FRONT EDGE

** EL. 469.58

*** EL. 469.55

*** EL. 467.45

EL. 465.95 * EL. 467.51

*** EL. 470.20

** EL. 470.22

*** EL. 468.09

EL. 466.59

* EL. 468.15

SCALE: �" = 1’-0"

NORTH SLEEPER SLAB ELEVATION

** EL. 472.91

*** EL. 472.94

*** EL. 470.83

EL. 469.33 * EL. 470.77

** EL. 472.28

*** EL. 472.31

*** EL. 470.21

* EL. 470.14

EDGE

FRONT

FACE

EDGE

BACK

** EL. 471.69

*** EL. 471.73** EL. 472.46

*** EL. 472.49

** EL. 472.33

** EL. 469.65

*** EL. 469.62

** EL. 469.77

*** EL. 469.74

*** EL. 468.97

** EL. 469.00

***

* ***

*

***

*

***

*

EL. 468.71

*** EL. 472.36

SCALE: �" = 1’-0"

SECTION D-D

BEARING STRIP

PLASTIC

MATERIAL

TYPE 2 JOINT

TYPE 1 MATERIAL

JOINT SEAL



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY NHDOT STANDARD SPECIFICATIONS, 2010, AS AMENDED.

3. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5 OF THE

BRIDGE SHOES (F).

1. ABUTMENT SHOE ASSEMBLY, INCLUDING ANCHOR BOLTS, SHALL BE PAID FOR AS ITEM 550.2,

ABUTMENT BEARING NOTES

SUBDIRECTORY

BRD\SUPER 12906Bearing

.DGN LOCATOR



ABUTMENT BEARINGS

151\181 12906

32 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10948------------

5/13SMG

SMG 4/12

4/12SRL

AS NOTED

2. MASONRY PLATE SHALL CONFORM TO M270 GRADE 50 (ASTM A709 GRADE 50).

(TYP)

7°-00’-00"

À MASONRY PLATE

R

= 24"

GIRDER ENDMASONRY PLATE

PLATE WASHER

WITH NUT.

TIGHT AND LOCK UPPER

LOWER NUT FINGER

2 HEX NUTS, TIGHTEN

FRONT VIEW SIDE VIEW

BOLTS (TYP)

HOLE FOR ANCHOR

1�"x 2" SLOTTED

À BEARING

À SLOTTED HOLES

BOLTS (TYP)

FOR ANCHOR

1�" ´ HOLE

BOTTOM FLANGE

PROPOSED

BOLTS (TYP)

FOR ANCHOR

1�" ´ HOLE

(TYP)

W/1�" ´ HOLE

PLATE WASHER

2�"x 2�"x �"

MASONRY PLATE

1’-4"x 9"x 2"

GIRDER

END OF

À GIRDER

NEOPRENE LEVELING PAD

�" THICK ELASTOMERIC

1’-4"

0�

"

2�

"

2�"

1’-4"

9"

(TYP)

4�"

2�

"

0�

"

(TYP)

1�"

(T

YP)

1�

"

4"

4"

4"

4"

4"

4"

4"

4"

9"

8"

7"

2"

�"

BAR (TYP)

#9 STEEL REINFORCING

À BEARING

ABUTMENT A AND B EXPANSION BEARING DETAILS

SCALE: 1�" = 1’-0"

(ITEM 550.2, 10 BEARING ASSEMBLIES REQUIRED)

(GALVANIZED)

#9 STEEL REINFORCING BAR

SCALE: 3" = 1’-0"

(20 REQUIRED)

1"

1’-9"

ROLLED THREADS

4" CUT OR

(APPROX. 1�")

OUTSIDE DIAMETER

ABUTMENT ANCHOR BOLT DETAIL

EMBEDMENT LENGTH

1’-3"

6"



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

ELASTOMERIC BEARING NOTES

AASHTO M232 ASTM A153.

BOLTS, NUTS, AND WASHERS SHALL BE GALVANIZED AFTER FABRICATION AND CONFORM TO

4. ANCHOR BOLTS SHALL BE FABRICATED IN ACCORDANCE WITH SECTION 550.2.5. ANCHOR

CONFORM TO AASHTO M 270 GRADE 50 (ASTM A709 GRADE 50).

A709 GRADE 50) AND SHALL BE PAINTED. THE STEEL REINFORCING PLATES SHALL

5. SOLE PLATES AND LOAD PLATES SHALL CONFORM TO AASHTO M 270 GRADE 50 (ASTM

CONSTRUCTION SPECIFICATIONS, SECTION 11.4.6.

6. SURFACE FINISH OF ALL PLATES SHALL BE IN ACCORDANCE WITH AASHTO LRFD BRIDGE

548.2.3.

7. STEEL REINFORCING FOR ELASTOMERIC BEARING PADS SHALL CONFORM TO SECTION

THE SOLE PLATES.

550. AFTER WELDING TO THE GIRDER FLANGE, CLEAN AND APPLY FINISH COATS TO

PROCEDURE PRIOR TO SHOP PAINTING BEARING ASSEMBLIES PER SPECIAL PROVISION

8. SOLE PLATES SHALL BE BLAST CLEANED (SSPC-SP 10) AFTER THE VULCANIZING

INSTALLATION TEMPERATURES OUTSIDE THIS RANGE WILL REQUIRE ADJUSTMENT.

9. BEARINGS SHALL BE INSTALLED AT TEMPERATURES BETWEEN 20°F AND 70°F.

ENSURE PROPER ORIENTATION IN THE FIELD.

10. THE FABRICATOR SHALL CLEARLY MARK THE FRONT OF THE BEARING ASSEMBLIES TO

11. KEEPER ASSEMBLIES SHALL BE PAINTED UNDER ITEM 548.21.

WELDING.

DEVICES APPROVED BY THE ENGINEER). ALL PLATES SHALL BE FLAT AND TRUE AFTER

CONTROLLED BY WELDING PROCEDURES AND TEMPERATURE INDICATING CRAYON, OR OTHER

STEEL ADJACENT TO THE ELASTOMER SHALL NOT EXCEED 200°F (TEMPERATURE SHALL BE

SOLE PLATES SHALL BE ALLOWED TO COOL AFTER EACH PASS. THE TEMPERATURE OF THE

12. THE CONTINUOUS WELD CONNECTING THE BOTTOM FLANGE OF GIRDERS TO THE TOP OF THE

PRIOR TO FIELD WELDING. ADJUSTMENT FOR TEMPERATURE IS NOT REQUIRED.

13. SOLE PLATES SHALL BE CENTERED UNDER GIRDER FLANGE AND BEARING STIFFENERS

ITEM 548.21.

FILLET WELD TERMINATION OF THE SOLE PLATE. COST SHALL BE INCLUDED IN

14. APPLY AN APPROVED SEALANT ALONG THE TRANSVERSE EDGES UP AND AROUND TO THE

ELASTOMERIC BEARING ASSEMBLIES (F).

BOLTS, NUTS, WASHERS, AND KEEPER ASSEMBLIES SHALL BE PAID AS ITEM 548.21,

1. BEARING ASSEMBLIES, INCLUDING ELASTOMERIC BEARING PADS, SOLE PLATES, ANCHOR

DESIGN MOVEMENT (SHEAR DEFORMATION) � IN

TOTAL MOVEMENT (˙T = 125°F) � IN

DESIGN MOVEMENT

ROTATION 0.016 RADIANS

MAXIMUM LIVE LOAD 133.7 KIPS

MAXIMUM SUPERIMPOSED DEAD LOAD 34.9 KIPS

MAXIMUM DEAD LOAD 118.4 KIPS

2. DESIGN LOADS (SERVICE I LOADS - DESIGN METHOD A):

DUROMETER) OF 60, GRADE 3, BUT WITH A SHEAR MODULUS 0.080 KSI TO 0.175 KSI.

3. ELASTOMERIC BEARING PADS SHALL BE VIRGIN NATURAL RUBBER, HARDNESS (SHORE "A"

SUBDIRECTORY

BRD\SUPER 12906Bearing

.DGN LOCATOR



PIER BEARINGS

151\181 12906

33 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10949------------

5/13SMG

SMG 5/12

4/12SRL

AS NOTED

SOLE PLATE

À SOLE PLATE

11�

"1

1�

"

1’-1

0�

"

9�"9�"

1’-7�"

1"

ELASTOMERIC PAD

OUTLINE OF 1’-6�"x 1’-8�"

À GIRDER

GIRDER

PROPOSED

BAR (TYP)

#14 STEEL REINFORCING

(TYP)

�"

FRONT VIEW

(TYP)

�"

SIDE VIEW

NOT SHOWN FOR CLARITY

STEEL KEEPER ASSEMBLY

NOTE:

SEAT

BRIDGE

ALL AROUND (TYP)

�" MIN COVER LAYER

1"

3 - �" ELASTOMERIC LAYERS)

LAMINATES ALTERNATING WITH

2�" (3 - 11 GAGE STEEL

COVER LAYER

�" ELASTOMERIC

ELASTOMERIC BEARING PAD

SOLE PLATE VULCANIZED TO

GIRDER

PROPOSED

À BEARING PIER

�

�

PIER 1 & 2 ELASTOMERIC BEARING DETAILS

LEVELING PAD (TYP)

�" PREFORMED FABRIC

SCALE: 1�" = 1’-0"

(ITEM 548.21, 10 BEARING ASSEMBLIES REQUIRED)

(GIRDERS 1, 2, 4, & 5 ONLY)

SEE DETAILS THIS SHEET (TYP)

STEEL KEEPER ASSEMBLY

SCALE: 3" = 1’-0"

(32 REQUIRED)

1�

"

1’-10"

ROLLED THREADS

3�" CUT OR

(APPROX. 1�")

OUTSIDE DIAMETER

PIER ANCHOR BOLT DETAIL

EMBEDMENT LENGTH

1’-6"

4"

(GALVANIZED)

#14 STEEL REINFORCING BAR

W/STEEL KEEPER ASSEMBLY

ANCHOR BOLT LAYOUT

SCALE: 1�" = 1’-0"

À BRG PIER

ELASTOMERIC BEARING PAD

OUTLINE OF STEEL REINFORCED

7°-00’-00"

À ELASTOMERIC PAD

1�

"

1�

"

1’-2�" 1’-3"

1’-2�"1’-3"

4�

"

4�

"

1’-4"

6� "

8"

8"

(TYP)

� "

UPSTATIONASSEMBLY (TYP)

STEEL KEEPER

& 5

À GIRDERS 1, 2, 4,

STEEL KEEPER ASSEMBLY DETAILS

LEVELING PAD

�" PREFORMED FABRIC

(TYP)

1�" ´ ANCHOR BOLT

À 1�" ´ HOLE FOR 4"

3�" 1" 1" 1"

6�"

4"

1"

3"

CLIP

1"

�"

1"1’-2"1"

1’-4"

7"7"

5"6"5"

3"3"

SIDE VIEW BACK VIEW

�

�

SCALE: 3" = 1’-0"

(8 SETS REQUIRED)



LOCATION


SHEET SCALE

DESIGNED

DRAWN

QUANTITIES

REV. DATE


FILE NUMBER

OF

BRIDGE SHEET

DATEBY

CHECKED

CHECKED

CHECKED

DATEBY

112’-6"112’-6"

TOTAL ITEM PAY LENGTH = 120 LF

30 LF PER APPROACH UNIT

C. ITEM 609.01, STRAIGHT GRANITE CURB

D. BEAM GUARDRAIL (ROADWAY ITEM)

RAIL AND CURB NOTES

SUBDIRECTORY

BRD\BRSITE 12906RCLayout

.DGN LOCATOR



RAIL AND CURB LAYOUT

151\181 12906

34 38

4/13KFD

KFD 4/13

5/13KFD124-4-1

10950------------

5/13SMG

SMG 3/12

3/12SRL

AS NOTED

TOTAL ITEM PAY LENGTH = 539 LF

A2 = 269’-4"

A1 = 269’-4"

A. ITEM 563.23, BRIDGE RAIL T3

ITEM TOTAL = 4 UNITS

1 UNIT PER CORNER

B. ITEM 565.2329, BRIDGE APPROACH RAIL T3 (STEEL POSTS) (MODIFIED)

136 137138

PC 135+43.85

E = 16.94’

L = 821.92’

R = 5000.00’

T = 411.89’

˙ = 9°-25’-06.6" RT

E = 800460.68

N = 125489.63

PI= 139+55.74

136 137138

PC 135+43.85

À CONSTRUCTION

(EXP)

À BRG. ABUT. B

(EXP)

À BRG. PIER 2

(EXP)

À BRG. PIER 1

(EXP)

À BRG. ABUT. A

N

STA. 135+76.00

P.O.C. STA. 136+33.63 P.O.C. STA. 137+43.63

STA. 138+01.02

RAIL LAYOUT

SCALE: 1" = 20’-0"

CURB LAYOUT

SCALE: 1" = 20’-0"

A1

A2

B

B B

B

C

C

C

C

D

D D

D

CHORD

CONSTRUCTION

112’-6"112’-6"

MIDSPAN

0 10 20 30 40 50 60 70 80 90 100 110 120 130 140102030405060708090100110120130140

CURB OFFSETS

"M"

"Z"

"Y"

"X" "X"

15

20

25

30

35

40

45

50

55

60

65

70

0

5

10

CURB OFFSETS

90

95

75

80

85

2"

�"

"X" "Y" "Z" "M" "X" "Y" "Z" "M"

100

105

110

115

120

125

130

135

140

16’-2�" 1’-3�"18’-9�"

1’-3"

18’-8�" 16’-3�" 1’-2�"

18’-8�" 16’-3�" 1’-2�"

18’-7�" 16’-4�" 1’-1�"

18’-6�" 16’-5�" 1’-0�"

18’-4�" 16’-7�" 10�"

18’-3�" 16’-8�" 9�"

7�"18’-1�" 16’-10�"

17’-11�" 17’-0�" 5�"

17’-9�" 17’-2�" 3�"

17’-6�" 17’-5�"

17’-4" 17’-8�" -2�"

17’-1" 17’-11�" -5�"

16’-9�" 18’-2�" -8�"

18’-9�" 16’-2�" 1’-3�"

18’-8�" 16’-3�" 1’-2�"

18’-8�" 16’-3�" 1’-2�"

18’-7�" 16’-4�" 1’-1�"

18’-6�" 16’-5�" 1’-0�"

18’-5�" 16’-6�" 11�"

18’-4�" 16’-7�" 10�"

18’-2�" 16’-9�" 8�"

18’-0�" 16’-11�" 6�"

17’-10�" 17’-1�" 4�"

17’-8" 17’-4�"

17’-5�" 17’-6�" "8-5

17’-2�" 17’-9�" -3�"

16’-11�" 18’-0�" -6�"

18’-9" 16’-3"

AS NOTED


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE


NETC/JSZ 3/02 NHDOT

JSZPJP

T3 STEEL BRIDGE RAIL (PL2)

T3_BR-RAIL

.DGN LOCATOR

12/12/08

11/15/05

10/05 10/05

SPLICE BAR DIMENSION TABLE

** = END SPLICE BAR

T = TOTAL MOVEMENT OF BRIDGE

3�" � T \ 5�"

INTERIOR

** \ 3�"

**

2�"

2�"

3�"

4"

4"

5"

4"

4"

5"

2"

2"

2�"

�"

2"

3"

1’-8"

1’-8"

2’-1"

T A B C D X L

RAIL NOTES

REQUIRED FOR SPLICE TUBES.

TEST SAMPLES SHALL BE TAKEN AFTER FORMING THE TUBES. CHARPY V-NOTCH IS NOT

V-NOTCH REQUIREMENTS OF 15 FT. LBS. AT 0° F. FOR ASTM A500, GRADE B, THE

STRUCTURAL STEEL TUBING. RAIL TUBING SHALL MEET THE LONGITUDINAL CHARPY

(11) STRUCTURAL TUBING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A500, GRADE B,

GR 50, EXCEPT ANCHOR PLATES MAY BE ASTM A36.

(12) RAIL POSTS AND BASE PLATES SHALL CONFORM TO THE REQUIREMENTS OF ASTM A572

REQUIREMENTS OF A.N.S.I. B18.22. ANCHOR RODS SHALL CONFORM TO ASTM A449.

HARDENED STEEL COMMERCIAL TYPE A PLAIN WIDE WASHERS AND SHALL MEET THE DIMENSIONAL

THAT ASTM A307 NUTS MAY BE USED ON THE BOTTOM OF ANCHOR ASSEMBLY. WASHERS SHALL BE

NUTS SHALL CONFORM TO ASTM A307 AND ASTM 563 GRADE A RESPECTIVELY OR BETTER, EXCEPT

AWS D1.5, 7.7.1. DETAIL B BOLTS SHALL BE ASTM A325 OR A449. ALL OTHER BOLTS AND

CONFORM TO ASTM A276 TYPE 304, STAINLESS STEEL, AND SHALL BE TORQUE TESTED PER

(13) THREADED STUDS AND MATCHING NUTS FOR RAIL-TO-POST ATTACHMENT (DETAIL A) SHALL

STORED. IF PAINTING IS REQUIRED SEE SPECIAL PROVISIONS FOR 708.

SHALL HAVE A UNIFORM APPEARANCE AND GALVANIZED MATERIAL SHALL BE PROPERLY

GALVANIZING KETTLE SHALL HAVE 0.05 TO 0.09 PERCENT NICKEL. GALVANIZED SURFACES

IN CONFORMANCE TO AASHTO M232 (ASTM A153) AND AASHTO M111 (ASTM A123). THE

(14) ALL STEEL COMPONENTS (EXCEPT STAINLESS) SHALL BE GALVANIZED AFTER FABRICATION

OFF GALVANIZING, WELDING ON STUDS, THEN TOUCH UP GALVANING PER NOTE #8 ABOVE.

(15) DETAIL A STUDS SHALL BE WELDED ON AFTER TUBES ARE GALVANIZED BY SPOT GRINDING

(16) PREFORMED BEARING PADS (1/8" THICK) SHALL CONFORM TO AASHTO M251.

PLANS FOR ROAD AND BRIDGE CONSTRUCTION (DL-1) FOR ADDITIONAL DETAILS AND SPACING.

INCLUDING GALVANIZING TOUCH-UP, SHALL BE SUBSIDIARY TO ITEM 563.23. SEE STANDARD

(17) RETROREFLECTIVE DELINEATORS, BOLTS, NUTS, WASHERS AND FIELD DRILLING OF POSTS,

THE NEW ENGLAND TRANSPORTATION CONSORTIUM.

(18) THIS BRIDGE RAIL SYSTEM WAS SUCCESSFULLY CRASH TESTED FOR AASHTO PL2 IN 1997 BY

EXCEPT ON GRADES OVER 5% WHERE POSTS SHALL BE SET VERTICAL.

(2) BRIDGE RAIL POSTS SHALL BE SET NORMAL (90 DEGREES) TO THE PROFILE GRADE,

SMOOTH. ALL CUT EDGES OF ALL MATERIAL SHALL BE GROUND SMOOTH.

(3) ENDS OF RAIL TUBE SECTIONS SHALL BE SAWED OR MILLED AND SHALL BE TRUE AND

(4) EACH PIECE OF RAIL TUBING SHALL BE ATTACHED TO A MINIMUM OF THREE (3) POSTS.

SLOTTED HOLES IF MECHANICALLY GUIDED.

(5) BOLT HOLES SHALL BE DRILLED OR PUNCHED. FLAME CUTTING MAY BE USED TO FINISH

SIDES OF THE SPLICE TO ALLOW MOVEMENT ON EACH SIDE.

THE SAME TREATMENT. AT END SPLICES PIPE SPACERS SHALL BE USED ON BOTH

SPLICE TO ALLOW MOVEMENT ON THAT SIDE. ALL RAILS IN A SPLICE SHALL RECEIVE

(6) AT INTERIOR SPLICES, PIPE SPACERS SHALL BE USED ON ONLY ONE SIDE OF THE

FORMED TO THE REQUIRED CURVATURE.

RAIL ELEMENTS USED ON CURVES SHALL USE �" WALL TUBES AND SHALL BE SHOP

(7) MILL OR SHOP TRANSVERSE WELDS SHALL NOT BE PERMITTED ON ANY RAIL ELEMENT.

TO THE ORIGINAL COATING ACCORDING TO THE STANDARD SPECIFICATIONS AND ASTM A780.

GALVANIZING REPAIR PAINT, HAVING MIN. 94% ZINC BY WEIGHT, TO A THICKNESS EQUAL

THOROUGHLY CLEANED, PRETREATED, AND PAINTED WITH TWO COATS OF ORGANIC ZINC-RICH

EXCEPT AS ALLOWED IN DETAILS A AND B. DAMAGED AREAS OF GALVANIZING SHALL BE

(8) NO PUNCHING, DRILLING, CUTTING OR WELDING SHALL BE PERMITTED AFTER GALVANIZING,

SHALL BE TIGHTENED TO A SNUG FIT AND GIVEN AN ADDITIONAL � TURN.

(9) NUTS FOR 1" ´ THREADED ANCHOR RODS CONNECTING THE BASE PLATE TO THE CONCRETE

USED, ROD DIAMETER SHALL NOT BE LESS THAN ROOT DIAMETER OF THREADS.

DIAMETER SHALL NOT BE LESS THAN NOMINAL DIAMETER. IF ROLLED THREADS ARE

(10) THREADS FOR ANCHOR RODS MAY BE ROLLED OR CUT. IF CUT THREADS ARE USED, BOLT

MATERIAL NOTES

brd\super



35 38

KFD124-4-1

10951------------

SMG

AND GALVANIZING.

STUDS, STRUCTURAL TUBING, SPLICE BARS, PIPE SPACERS, ALL APPURTENANCES,

PLATES, ANCHOR RODS, PREFORMED PADS, RAIL ASSEMBLY BOLTS, NUTS, WASHERS,

(1) ITEM 563.23, BRIDGE RAIL T3, SHALL INCLUDE POSTS, BASE PLATES, ANCHOR

5/13 5/13

VARIES

"L" (END SPLICE BAR)

(TYP)

RAIL POST

(TYP)

IN LOW END OF ALL RAILS

PROVIDE �" ´ DRAIN HOLES

REVEAL

7" CURB

SCALE: �" = 1’-0"

RAIL ELEVATION

1’-8" (SPLICE BAR)

À SPLICE(– 3")

1’-6"

(– 3")

1’-6"

(– 3")

1’-6"34 SPACES @ 7’-10" = 266’-4"

"T" @ 45°F AT EXPANSION SPLICE

(SEE BR SHT XX FOR "T") (TYP)

SLAB (TYP)

END APPROACH

INTERIOR RAIL SPLICES

�" @ 45°F AT"P"

(TYP)

ABUTMENT

BACK OF

SE CORNER ABUT A = 4’-1�"

SW CORNER ABUT A = 4’-1�"

TO FIRST RAIL POST ON DECK "P"

DISTANCE FROM BACK OF ABUTMENT

(TYP)

BRIDGE APPROACH RAIL T3PAY LENGTH OF BRIDGE RAIL T3, ITEM 563.23

1" x 10" x 1’-2"

BASE PLATE

W6 x 25

2"

5"

5"

2"

(TYP)

10"

1’-

2" HOLE

´ HOLES

5"1’-

1"

5"

�

�

1�" ´ HOLE

1�" 6�" 1�"

�

1�" 6�" 1�"

1�

"

9�"

3�"

6�" ´

�" PLATE

À 1�"

SCALE: 1�" = 1’-0"

POST BASE PLATE

SCALE: 1�" = 1’-0"

ANCHOR PLATE

SCALE: 1�" = 1’-0"

POST ASSEMBLY

BACK ELEVATION VIEWSECTION VIEW

1�"

RAIL POST

9�

"1

0"

4"

1�

"

3 #5 BARS *

* REINFORCING CAPACITY SHALL MEET

OR EXCEED THAT SHOWN

6�"

10"

2"

2"

4"

8"

4"

6�"4"

2"

2"

2"

4"

2"

3’-

1"

1’-6"

1" POST BASE PLATE

FACE OF RAIL

7"

REVEAL

�"TS 4 x 4 x �

1" ´ ANCHOR RODS

#5 BARS *

�" BEARING PAD

7�" 6�"

CENTERED ABOUT À RAIL POST *

�"

1�

"

7 #5 HOOP BARS @ 6"– = 3’-0" –

9"

6"

1’-

0"

1’-

0"

6"

2’-

11�

"

11"

2’-0"

6"

FACE OF CURB

(TYP)

1�"IN POST (TYP)

À 1�" x 1�" SLOTTED HOLES

#5 HOOP BAR *

ON BRIDGE)

(8’-0" MAX. SPACING

W6 x 25 RAIL POST

(SEE NOTE #17)

RETROREFLECTIVE DELINEATOR

(SEE NOTE #7)

TS 8 x 4 x �

(SEE NOTE #7)

TS 4 x 4 x �

(CONTRACTOR’S OPTION)

SEE DETAIL A OR B

FAR SIDE (FRONT)

�" ´ HOLE FOR �" BOLT

DELINEATOR

RETROREFLECTIVE

5"

LOCK NUT

(OUTER HOLES ONLY)

TACK WELD

STANDARD

WASHER

A307 CAP SCREW

(1.050" O.D., 0.824" I.D.)

�" x 1�"

SCALE: 6" = 1’-0"

SPLICE BOLT DETAIL

SCH. 40 �" LONG (GALV.)

�" ´ PIPE SPACER3"

TAPPED HOLE

4"

À �" ´

TS 3" x 3" x �"

TS 7" x 3" x �"

3"

7"

TS 4" x 4" x �"

TS 8" x 4" x �"

BAR INSIDE OF RAIL

WHILE POSITIONING SPLICE

ACCOUNT FOR WELD FLASH

SCALE: 3" = 1’-0"

RAIL SPLICE DETAILS

SPLICE BAR SECTIONSECTION C-C

AND NOTE #6

SEE SPLICE BOLT DETAIL

2"

L

D C B B C

4"

"X"

DDRAIN HOLE

LOCK NUT AT

OUTER HOLES

À SPLICE BAR

SPLICE BAR

1�" X "A" SLOTTED HOLES IN RAIL TUBE

�" TAPPED HOLES IN SPLICE BAR

�" ´

C

C

SCALE: 1�" = 1’-0"

RAIL SPLICE (BOTTOM VIEW)

3"

12"

ANCHOR PLATE 6�"

TYPICAL @ ANCHOR PLATE

STANDARD STEEL HEX NUTS

RODS

À - 1" ANCHOR

1" STANDARD WASHERS

STEEL HEX NUTS &

CONCRETE

TOP OF

(TYPICAL BOTH ENDS)

2�" LONG (MINIMUM)

1" - 8 THREAD BY

SCALE: 1�" = 1’-0"

POST ANCHOR ASSEMBLY

2"

4"

2"

3�

" 1�

"1�

"

TYPE A WIDE

PLAIN WASHER

2"

4"

2"

1�

"1�

"

A A B B

À POSTÀ POST

À RAILÀ RAIL

À RAILÀ RAIL

NOTE #8 PRIOR TO ERECTION)

AND SHALL BE ZINC COATED PER

(HOLES MAY BE FIELD DRILLED,

�" ´ HOLE IN RAIL (TYP)

& WASHER (SEE NOTES #13 & #15)

WELDED TO RAIL (TYP) & S.S. NUT

A304 STAINLESS STEEL THREADED STUDS

�" ´ x 1�"

(SEE DETAIL)

BOLTS & NUTS (ASTM A325)

�" ´ ROUND HEAD

2" O.D., �" THICK)

(NOMINAL �" I.D.,

TYPE A WIDE PLAIN WASHER

SCALE: 3" = 1’-0"

SECTION A-A

SCALE: 3" = 1’-0"

SECTION B-B

SCALE: 3" = 1’-0" SCALE: 3" = 1’-0"

DETAIL BDETAIL A

�"

.250"

.921"

SCALE: 6" = 1’-0"

STUD WELD DETAIL

6"

�" DIA.

1�

"

1/8" SLOT

�" MAX.

�"

�"

WRENCH HEAD

SLOT OR

SCALE: 6" = 1’-0"

A325 ROUND HEAD BOLT DETAIL

�" BOLT, NUT & WASHER

POST FLANGE

�" ´ HOLE (FIELD DRILLED)

DELINEATOR MOUNTING

N.T.S.


BRIDGE NO.TOWN

LOCATION

STATE PROJECT

BRIDGE SHEET

OF

FILE NUMBER


DESIGNED

DRAWN

QUANTITIES CHECKED

CHECKED

CHECKED


REV. DATE


T3SP_APPRAIL

.DGN LOCATOR

JSZ

NHDOT

PJP

NETC/JSZ 3/02

AS NOTED 8/10//10

10/05 10/05

11/15/05

T3 STEEL BRIDGE APPROACH RAIL (STEEL POSTS)

GRADE A OR BETTER (GALVANIZED).

AND NUTS SHALL BE ASTM A563

(2) CARRIAGE BOLTS SHALL BE ASTM A307,

ADDITIONAL INFORMATION.

BRIDGE RAIL SHEET FOR NOTES AND

RAIL, UNLESS OTHERWISE NOTED. SEE

BE THE SAME AS THOSE OF THE BRIDGE

DIMENSIONS, SIZES, AND NOTES SHALL

(1) ALL BRIDGE APPROACH RAIL MATERIALS,

NOTES:

WELD (B-U2).

COMPLETE JOINT PENETRATION BUTT

(3) WELD SPLICE BAR TO FIT BEND. USE

CONSORTIUM.

BY THE NEW ENGLAND TRANSPORTATION

BASED ON CRASH TESTING APRIL 2005

HAS BEEN ACCEPTED FOR NCHRP 350 TL3

(4) THIS BRIDGE RAIL TRANSITION SYSTEM

brd\super



36 38

KFD124-4-1

10952------------

SMG 5/13 5/13

1’-6" – 3" 1’-6" – 3"

3’-0"

1’-8" OR LPOST DETAIL

SEE RAIL

RAIL ATTACHMENT METHOD (TYP)

SEE BRIDGE RAIL SHEET FOR

3 SPACES @ 2’-2" = 6’-6" DOUBLE NESTED 12 GAGE THRIE BEAM (12’-6")

IN DIRECTION OF TRAFFIC

LAP SECTIONS

(W-BEAM TO THRIE BEAM) (10 GAGE)

6’-3" TRANSITION SECTION

6’-3"

(6’-3" POST SPACING TYPICAL)

W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)

3’-

8"

SLOPE

8’-5�"

DETAIL A

6 SPACES @ 1’-6�" = 9’-4�" 3’-1�"

3’-1�" 3’-1�" TERMINAL CONNECTOR

THRIE BEAM

LENGTH (TYP)

8’-8" POST

(TYP)

BRIDGE APPROACH RAIL)

(END SPLICE TO BE PAID UNDER

SPLICE BAR (BENT) SEE NOTE #3

PLATE

CONNECTION

SCALE: �" = 1’-0"

ELEVATION - APPROACH RAIL

BOTTOM RAIL 1�"

MIDDLE RAIL 4�"

TOP RAIL 9�"

(ONE PIECE)

ALL RAILS

2’-11"

�" (TYP)

A

A

2’-5�"

2’-10"

2’-10"

6"

FACE OF RAIL

(GALVANIZED)

CONNECTION PLATECURB LINE

PLAN VIEW - APPROACH RAIL

UNLESS DIRECTED OTHERWISE

25’-0" TO RESTORE RAIL-TO-RAIL WIDTH

FLARE BACK W-BEAM GUARDRAIL AT 80:1 FOR

W-BEAM GUARDRAIL (12 GAGE) (ROADWAY ITEM)

SCALE: �" = 1’-0"

7" REVEAL7" REVEAL

2’-6"

1" (TYP)

FLARED @ 10:1

4" REVEAL

SECTION

FLARED

(TYP)

END CAPS (GALVANIZED)

W6 x 8.5 POST (TYP)

LEVEL

1" (TYP)

8" DEEP (NOMINAL) x 1’-10" LONG

SYNTHETIC OFFSET BLOCK (TYP)8" DEEP (NOMINAL) x 1’-6" LONG

SYNTHETIC OFFSET BLOCK FOR TRANSITION SECTION

(SEE SPECIAL PROVISIONS)

FOR W-BEAM GUARDRAIL

SYNTHETIC OFFSET BLOCK

30’-0" OF STRAIGHT GRANITE CURB (ITEM 609.01)

(TYPICAL ALL 4 CORNERS) (SEE BRIDGE SHEET 30 FOR DETAILS)

PROVIDE BRIDGE RAIL POST ASSEMBLY AT END OF SLEEPER SLAB

END SLEEPER SLAB

PAY LIMITS ITEM 565.2329, BRIDGE APPROACH RAIL T3 (STEEL POSTS) (MODIFIED), (APPROXIMATE LENGTH = 29’-2")

SLEEPER SLABAPPROACH SLAB

FOR DETAILS)

(SEE BRIDGE RAIL SHEET

BRIDGE RAIL T3

SCALE: 1�" = 1’-0"

SECTION B-B (CONNECTION PLATE)

TOP RAIL

PLATE

�" CONNECTION

�"

À

2�"

BOLT (TYP)

�" CARRIAGE

1�"

1�"

1�"

3�"

2�"

2�"

2�"

1�"

�"

CONNECTOR

THRIE-BEAM TERMINAL

10 GAUGE PLATE OF

CONNECTOR RAIL SLOTS

OUTLINE OF TERMINAL

1’-8�

"

TOP RAIL

2’-5�"

8"3"

1’-1�"

4" 4"

CARRIAGE BOLTS (GALVANIZED)

�" ´ A307 B.H.

SCALE: 1�" = 1’-0"

DETAIL A

B

B

4�"

TERMINAL CONNECTOR

OUTLINE OF

À W6 x 25

(TYP)

1�"

1’-1�" 2�"

RAIL

BOTTOM

OVERLAPPING OF DOUBLE NESTED THRIE-BEAM NOT SHOWN FOR CLARITY

CONNECTION PLATE

AT BOLT LINE

RAIL SLOPE SET

1’-8"

FACE OF W6 x 8.5 POST (TYP)

À �" ´ HOLES AT FRONT

CONNECTION PLATE

END OF

& SYNTHETIC OFFSET BLOCK

À W6 x 8.5 (POST)

3"

2�

"

2’-3"

3�"1’-0�"8"

4"4"

1’-

8"

6�

"7�

"6�

"

3�

"3�

"3�

"3�

"

7�

"7"

3"

3"

(TYP)

1" ´ HOLES (TYP)

�" ´ HOLES

SCALE: 1�" = 1’-0"

CONNECTION PLATE

1" x 1"

CLIP

(GALVANIZED)

CONNECTION PLATE

�" STEEL (GR 36)

10 GAUGE

2’-6"

3" 3�

"

1’-8"

10"

10"

2" 8"

4�"4�"3"

6�

"7�

"6�

"

2�

"7�

"7�

"

(T

YP)

4"

SLOTTED HOLES

À �" X 2�"1’-0�"

(T

YP)

3�

"

SLOTTED HOLES

1" x 2" DIAGONAL

SCALE: 1" = 1’-0"

THRIE-BEAM TERMINAL CONNECTOR

C

CBOLTS (TYP)

�" ´ BUTTON HEAD

9 - 1" ´ HOLES FOR

3�"

1’-8"

SCALE: 1" = 1’-0"

VIEW C-C

2" MIN.

2" MIN.

3�"

3’-1�"3’-1�"

1’-0�

"

SCALE: 1" = 1’-0"

6’-3"

4�"4�"2"

1’-8"

3�"

7’-3�" (10 GAGE)

HE

AD

BO

LT

S

FO

R �

" ´

BU

TT

ON

�"

x 2�

"

SL

OT

S

�"

x 1�

"

SL

OT

S

2"4�"4�"

�"

x

2�

"

SL

OT

S

�"

x

1�

"

SL

OT

S

THRIE-BEAM TO W-BEAM TRANSITION SECTIONTAB (TYP)

* 1" x 1" x �"

�"

SCALE: 1�" = 1’-0"

END CAP DETAILS

�" RADIUS (TYP)

ROUND CORNERS

4"

TS

4

8"

TS

8

** 3�" TS4

** 3�" TS8

**

**

3�

"

TS4

7�

"

TS

8

�" PLATE

4"

RAIL SHEET

** SEE RAIL NOTES ON BRIDGE

RAIL TUBE

CAN BE JAMMED INTO END OF

IN TAPERED POSITION SO CAP

* WELD TABS TO END CAP PLATE

SCALE: �" = 1’-0"

SECTION A-A (POST RAIL ASSEMBLY)

VARIES

7’-0"

2�"

2’-10"

7�

"

WASHER (TYP)

HEX NUT WITH ROUND

2

1

(IF REQUIRED)

APPROACH CURB

WITH THE TOP OF CURB

SOIL SHALL BE LEVEL

SPLICE BOLT (TYP)

�" ´ A307 B.H.

1"

W6 x 8.5

2’-8" MINIMUM

1’-1�"

1’-10"

WITH PLATE WASHER (TYP)

�" ´ A307 B.H. POST BOLT

OFFSET BLOCK

SYNTHETIC

6�" 6�"

(TYP)

1�"

8’-8" (

TY

P)

VA

RI

ES

VA

RI

ES

4"

1�"

SCALE: 1�" = 1’-0"

SIDE VIEW

RAIL POST (W6 x 25)

FRONT VIEW

À RAIL POST

HOLES (TYP)

À 1�" x 1�" SLOTTED

A77E #5 9.75 1 17 3.75 2.25 3.75 EPOXY

A78E #5 10.83 1 17 4.29 2.25 4.29 EPOXY

Abutment A BRIDGE SHEET 19 OF 38 A79E #5 12.25 1 17 5.00 2.25 5.00 EPOXY

Mark Size Length # Pieces Type A B C D E F G H J K R O A80 #4 3.25 359 N5 2.25 0.50 0.50

A1 #6 22.17 42 —

A2 #6 28.25 6 —

A3 #5 20.58 6 —

A4 #6 14.42 15 — SECTION SUMMARY TOTAL WEIGHT (lbs):

A5 #8 14.42 27 — ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL

A6 #6 18.08 1 — 544 REINFORCING STEEL 0 779 759 2167 2791 1667 0 0 0 0 0 8163

A7 #6 16.25 1 — 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0

A8 #6 14.33 1 — 544.2 EPOXY COATED 0 0 722 0 0 0 0 0 0 0 0 722

A9 #6 4.00 1 — 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

A10 #6 2.17 1 —

A11 #8 14.42 1 —

A12 #8 13.83 1 —

A13 #8 18.08 1 —

A14 #8 17.17 1 —

A15 #8 16.25 1 —

A16 #8 15.25 1 —

A17 #8 14.33 1 —

A18 #8 4.00 1 —

A19 #8 3.08 1 —

A20 #8 2.17 1 —

A21E #5 11.83 2 N7 10.66 1.17 5.19 9.32 EPOXY

A22 #6 14.42 1 —

A23 #6 10.75 1 —

A24 #6 15.42 1 —

A25 #6 13.75 1 —

A26 #6 12.08 1 —

A27 #6 3.17 1 —

A28 #6 1.33 1 —

A29 #8 14.42 1 —

A30 #8 13.67 1 —

A31 #8 12.83 1 —

A32 #8 15.42 1 —

A33 #8 14.58 1 —

A34 #8 13.75 1 —

A35 #8 12.92 1 —

A36 #8 12.08 1 —

A37 #8 3.17 1 —

A38 #8 2.25 1 —

A39 #8 1.33 1 —

A40E #5 11.59 2 N7 10.67 0.92 5.16 9.34 EPOXY

A41 #5 14.25 3 17 6.00 2.25 6.00

A42 #5 18.75 7 17 8.25 2.25 8.25

A43 #7 14.75 7 17 6.25 2.25 6.25

A44 #7 14.75 36 17 6.25 2.25 6.25

A45 #5 20.25 7 17 9.00 2.25 9.00

A46 #5 15.75 3 17 6.75 2.25 6.75

A47 #7 7.83 2 N3 0.71 0.46 6.66 0.00 0.29

A48 #7 8.08 2 N3 0.71 0.46 6.91 0.00 0.29

A49 #7 8.25 2 N3 0.71 0.46 7.08 0.00 0.29

A50 #7 8.50 2 N3 0.71 0.46 7.33 0.00 0.29

A51 #7 8.42 2 N3 0.71 0.46 7.25 0.00 0.29

A52 #7 7.08 8 —

A53 #7 7.25 18 —

A54 #7 7.42 18 —

A55 #7 7.67 18 —

A56 #7 7.92 24 —

A57 #5 5.25 46 17 1.50 2.25 1.50

A58E #5 6.50 41 N8 5.00 1.50 EPOXY

A59E #5 4.67 41 N2 0.00 1.84 0.71 2.12 1.50 1.50 EPOXY

A60E #5 6.58 1 17 2.17 2.25 2.17 EPOXY

A61E #5 8.83 1 17 3.29 2.25 3.29 EPOXY

A62E #5 8.75 1 17 3.25 2.25 3.25 EPOXY

A63E #5 5.58 1 17 1.67 2.25 1.67 EPOXY

A64E #5 6.50 1 17 2.13 2.25 2.13 EPOXY

A65E #5 7.67 1 17 2.71 2.25 2.71 EPOXY

A66E #5 8.75 2 17 3.25 2.25 3.25 EPOXY

A67E #5 9.83 1 17 3.79 2.25 3.79 EPOXY

A68E #5 11.00 1 17 4.38 2.25 4.38 EPOXY

A69E #5 12.08 1 17 4.92 2.25 4.92 EPOXY

A70E #5 6.58 1 17 2.17 2.25 2.17 EPOXY

A71E #5 7.75 1 17 2.75 2.25 2.75 EPOXY

A72E #5 8.75 1 17 3.25 2.25 3.25 EPOXY

A73E #5 5.50 1 17 1.63 2.25 1.63 EPOXY

A74E #5 6.42 1 17 2.08 2.25 2.08 EPOXY

A75E #5 7.50 1 17 2.63 2.25 2.63 EPOXY

A76E #5 8.67 2 17 3.21 2.25 3.21 EPOXY

ASTM STANDARD

REINFORCING BARS

STANDARD INDUSTRY BENDS, STIRRUPS, & TIES STANDARD N.H. & SPECIAL BENDS BAR WEIGHT NOM. DIMEN.

RECOMMENDED END HOOKS STIRRUP & TIE HOOK DIMENSIONS SIZE LBS. CROSS

ALL GRADES (in.) GRADES 40-50-60 ksi DESIG- PER DIAM. SECT.

BAR 180° HOOKS 90° HOOKS BAR D(∅) 90° HOOKS 135° HOOKS NATION FOOT in AREA in2

SIZE D(∅) A or G J A or G SIZE (in.) A or G A or G H(appr) #3 0.376 0.375 0.11

#3 2 1/4 5 3 6 #3 1 1/2 4 4 2 1/2 #4 0.668 0.500 0.20

#4 3 6 4 8 #4 2 4 1/2 4 1/2 3 #5 1.043 0.625 0.31

#5 3 3/4 7 5 10 #5 2 1/2 6 5 1/2 3 3/4 #6 1.502 0.750 0.44 TOWN: BRIDGE NO. 151/181 STATE PROJECT

#6 4 1/2 8 6 12 #6 4 1/2 12 7 3/4 4 1/4 #7 2.044 0.875 0.60 LOCATION:

#7 5 1/4 10 7 14 #7 5 1/4 14 9 5 1/4 #8 2.670 1.000 0.79 REINFORCING SCHEDULE (SHEET 1 OF 2) BRIDGE SHEET

#8 6 11 8 16 #8 6 16 10 1/4 6 #9 3.400 1.128 1.00 BY DATE BY DATE REVISIONS AFTER PROPOSAL 37 of 38

#9 9 1/2 15 11 3/4 19 NOTE: D = finished inside bend d of hook. #10 4.303 1.270 1.27 DESIGNED SRL 6/12 CHECKED KFD 5/13 FILE NO.

#10 10 3/4 17 13 1/4 22 See current CRSI Manual. #11 5.313 1.410 1.56 DRAWN SRL 6/12 CHECKED KFD 5/13 124-4-1

#11 12 19 14 3/4 24 For additional data on standard bar bends not #14 7.650 1.693 2.25 TRACED CHECKED FEDERAL PROJECT NUMBER SHEET

#14 18 1/4 27 21 3/4 31 shown on this sheet see current CRSI Manual. #18 13.600 2.257 4.00 QUANTITIES KFD 5/13 CHECKED SMG 5/13 ------ 53 of 109

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN


WINCHESTER & SWANZEY 12906

NOTES:

1. FIGURES IN CIRCLE SHOW TYPE OF BEND.

2. UNLESS OTHERWISE DESIGNATED, ALL BAR REINFORCEMENT FOR CONCRETE IN SIZES

UP TO AND INCLUDING NO. 18 SHALL CONFORM TO THE REQUIREMENTS OF THE

"SPECIFICATIONS FOR DEFORMED BILLET - STEEL BARS FOR CONCRETE REINFORCEMENT",

AASHTO M 31-94 (ASTM A615).

3. FOR TYPICAL BENDING DETAILS, RECOMMENDED PIN DIAMETER "D" OF BENDS AND

HOOKS AND OTHER STANDARD PRACTICE REFER TO THE CURRENT CONCRETE

REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE".

4. BARS WHICH REQUIRE MORE ACCURATE BENDING THAN STANDARD PRACTICES

SHOULD HAVE LIMITS INDICATED.

5. ALL DIMENSIONS ARE OUT TO OUT OF BAR EXCEPT "A" AND "G" ON STANDARD 180º AND

135º HOOKS.

6. "J" DIMENSION ON 180 HOOKS TO BE SHOWN ONLY WHEN NECESSARY TO RESTRICT

HOOK SIZE, OTHERWISE STANDARD HOOKS ARE TO BE USED.

7. "H" DIMENSION ON STIRRUPS TO BE SHOWN ONLY WHEN NECESSARY TO MAINTAIN

CLEARANCES.

8. WHERE SLOPE DIFFERS FROM 45 DIMENSIONS "H" AND "K" MUST BE SHOWN.

DENOTES BARS TO BE CUT IN FIELD, AS REQUIRED.

∆ DENOTES BARS TO BE BENT IN FIELD.

Abutment B BRIDGE SHEET 21 OF 38 Piers BRIDGE SHEET 23 OF 38 Approach Slabs BRIDGE SHEET 30 OF 38

Mark Size Length # Pieces Type A B C D E F G H J K R O Mark Size Length # Pieces Type A B C D E F G H J K R O Mark Size Length # Pieces Type A B C D E F G H J K R O

B1 #6 22.17 42 — P1 #5 25.17 112 — AS1E #5 38.92 37 — EPOXY

B2 #6 28.25 6 — P2 #10 13.50 196 — AS2E #5 38.67 37 — EPOXY

B3 #5 20.67 6 — P3 #7 9.83 192 N3 0.88 1.03 7.92 0.17 0.67 AS3E #8 19.58 86 — EPOXY

B4 #6 14.42 17 — P4 — — — — NOT USED AS4E #5 19.58 12 — EPOXY

B5 #8 14.42 28 — P5 #7 18.50 384 — AS5E #5 5.50 136 S5 0.50 1.50 1.50 1.50 0.50 EPOXY

B6 #6 13.75 1 — P6 #6 21.92 268 — AS6E #5 5.50 160 — EPOXY

B7 #6 18.50 1 — P7 #6 19.75 16 — AS7E #5 7.50 72 17 2.50 2.50 2.50 EPOXY

B8 #6 16.50 1 — P8 #5 11.44 4 N6 2.67 3.05 2.67 2.16 2.16 AS8E #5 8.67 12 17 3.08 2.50 3.08 EPOXY

B9 #6 14.58 1 — P9 #5 11.38 4 N6 2.67 3.02 2.67 2.14 2.14 AS9E #5 3.50 8 17 1.50 0.50 1.50 EPOXY

B10 #6 4.08 1 — P10 #5 11.32 4 N6 2.67 2.99 2.67 2.11 2.11 —

B11 #6 2.17 1 — P11 #5 11.26 4 N6 2.67 2.96 2.67 2.09 2.09

B12 #8 14.42 1 — P12 #5 11.20 4 N6 2.67 2.93 2.67 2.07 2.07 SECTION SUMMARY TOTAL WEIGHT (lbs):

B13 #8 14.42 1 — P13 #5 11.14 4 N6 2.67 2.90 2.67 2.05 2.05 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL

B14 #8 13.75 1 — P14 #5 11.08 4 N6 2.67 2.87 2.67 2.03 2.03 544 REINFORCING STEEL 0 0 0 0 0 0 0 0 0 0 0 0

B15 #8 18.50 1 — P15 #5 11.02 4 N6 2.67 2.84 2.67 2.01 2.01 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0

B16 #8 17.50 1 — P16 #5 10.96 4 N6 2.67 2.81 2.67 1.99 1.99 544.2 EPOXY COATED 0 0 5638 0 0 4496 0 0 0 0 0 10134

B17 #8 16.50 1 — P17 #5 10.90 4 N6 2.67 2.78 2.67 1.97 1.97 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

B18 #8 15.58 1 — P18 #5 10.84 4 N6 2.67 2.75 2.67 1.95 1.95

B19 #8 14.58 1 — P19 #5 10.80 4 N6 2.67 2.73 2.67 1.93 1.93

B20 #8 4.08 1 — P20 #5 10.74 4 N6 2.67 2.70 2.67 1.91 1.91 Deck BRIDGE SHEET 28 OF 38

B21 #8 3.08 1 — P21 #5 10.68 4 N6 2.67 2.67 2.67 1.89 1.89 Mark Size Length # Pieces Type A B C D E F G H J K R O

B22 #8 2.17 1 — P22 #5 10.62 4 N6 2.67 2.64 2.67 1.86 1.86 D1E #5 30.67 788 — EPOXY

B23E #5 11.42 2 N7 10.50 0.92 4.92 9.28 EPOXY P23 #5 10.56 4 N6 2.67 2.61 2.67 1.84 1.84 D2E #5 24.58 64 — EPOXY

B24 #6 12.42 1 — P24 #5 10.50 4 N6 2.67 2.58 2.67 1.82 1.82 D3E #5 39.00 64 — EPOXY

B25 #6 18.17 1 — P25 #5 10.44 4 N6 2.67 2.55 2.67 1.80 1.80 D4E #6 8.00 88 N8 4.50 3.50 EPOXY

B26 #6 15.67 1 — P26 #5 10.38 4 N6 2.67 2.52 2.67 1.78 1.78 D5E #5 38.58 324 — EPOXY

B27 #6 13.25 1 — P27 #5 10.32 4 N6 2.67 2.49 2.67 1.76 1.76 D6E #5 38.50 262 — EPOXY

B28 #6 4.83 1 — P28 #5 10.26 4 N6 2.67 2.46 2.67 1.74 1.74 D7E #5 38.42 324 — EPOXY

B29 #6 2.08 1 — P29 #5 10.20 4 N6 2.67 2.43 2.67 1.72 1.72 D8E #5 5.75 630 S5 0.83 1.42 1.42 1.25 0.83 EPOXY

B30 #8 14.42 3 — P30 #5 10.14 4 N6 2.67 2.40 2.67 1.70 1.70 —

B31 #8 18.17 1 — P31 #5 10.08 4 N6 2.67 2.37 2.67 1.68 1.68

B32 #8 16.92 1 — P32 #5 10.02 4 N6 2.67 2.34 2.67 1.66 1.66 SECTION SUMMARY TOTAL WEIGHT (lbs):

B33 #8 15.67 1 — P33 #5 9.96 4 N6 2.67 2.31 2.67 1.64 1.64 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL

B34 #8 14.42 1 — P34 #5 9.90 4 N6 2.67 2.28 2.67 1.61 1.61 544 REINFORCING STEEL 0 0 0 0 0 0 0 0 0 0 0 0

B35 #8 13.25 1 — P35 #5 9.84 4 N6 2.67 2.25 2.67 1.59 1.59 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0

B36 #8 4.83 1 — P36 #5 9.78 4 N6 2.67 2.22 2.67 1.57 1.57 544.2 EPOXY COATED 0 0 69771 1057 0 0 0 0 0 0 0 70828

B37 #8 3.50 1 — P37 #5 9.72 4 N6 2.67 2.19 2.67 1.55 1.55 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

B38 #8 2.08 1 — P38 #5 9.66 4 N6 2.67 2.17 2.67 1.53 1.53

B39E #5 11.17 2 N7 9.92 1.25 3.36 9.33 EPOXY P39 #5 9.60 4 N6 2.67 2.14 2.67 1.51 1.51

B40 #5 14.25 3 17 6.00 2.25 6.00 P40 #5 9.54 4 N6 2.67 2.11 2.67 1.49 1.49 GRAND SUMMARY TOTAL WEIGHT (lbs):

B41 #5 18.75 7 17 8.25 2.25 8.25 P41 #5 9.48 4 N6 2.67 2.08 2.67 1.47 1.47 ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL

B42 #7 14.75 7 17 6.25 2.25 6.25 P42 #5 9.42 2 N6 2.67 2.05 2.67 1.45 1.45 544 REINFORCING STEEL 0 6129 5977 13691 24023 3457 0 11386 0 0 0 64663

B43 #7 14.75 36 17 6.25 2.25 6.25 P43 #4 5.31 42 N5 4.31 0.50 0.50 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0

B44 #5 20.25 10 17 9.00 2.25 9.00 P44 #4 5.27 42 N5 4.27 0.50 0.50 544.2 EPOXY COATED 0 0 76865 1057 0 4496 0 0 0 0 0 82418

B45 #7 8.17 2 N3 0.71 0.46 7.00 0.00 0.29 P45 #4 5.23 42 N5 4.23 0.50 0.50 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

B46 #7 8.42 2 N3 0.71 0.46 7.25 0.00 0.29 P46 #4 5.19 42 N5 4.19 0.50 0.50

B47 #7 8.58 2 N3 0.71 0.46 7.42 0.00 0.29 P47 #4 5.15 42 N5 4.15 0.50 0.50

B48 #7 8.83 2 N3 0.71 0.46 7.67 0.00 0.29 P48 #4 5.10 42 N5 4.10 0.50 0.50

B49 #7 8.75 2 N3 0.71 0.46 7.58 0.00 0.29 P49 #4 5.06 42 N5 4.06 0.50 0.50

B50 #7 7.50 8 — P50 #4 5.02 42 N5 4.02 0.50 0.50

B51 #7 7.50 18 — P51 #4 4.98 42 N5 3.98 0.50 0.50

B52 #7 7.75 18 — P52 #4 4.94 42 N5 3.94 0.50 0.50

B53 #7 8.00 18 — P53 #4 4.90 42 N5 3.90 0.50 0.50

B54 #7 8.25 24 — P54 #4 4.85 42 N5 3.85 0.50 0.50

B55 #5 5.25 46 17 1.50 2.25 1.50 P55 #4 4.81 42 N5 3.81 0.50 0.50

B56E #5 6.50 41 N8 5.00 1.50 EPOXY P56 #4 4.77 42 N5 3.77 0.50 0.50

B57E #5 4.67 41 N2 0.00 1.84 0.71 2.12 1.50 1.50 EPOXY P57 #4 4.73 42 N5 3.73 0.50 0.50

B58E #5 7.58 1 17 2.67 2.25 2.67 EPOXY P58 #4 4.69 42 N5 3.69 0.50 0.50

B59E #5 8.58 1 17 3.17 2.25 3.17 EPOXY P59 #4 4.65 42 N5 3.65 0.50 0.50

B60E #5 9.67 1 17 3.71 2.25 3.71 EPOXY P60 #4 4.60 42 N5 3.60 0.50 0.50

B61E #5 6.25 1 17 2.00 2.25 2.00 EPOXY P61 #4 4.56 42 N5 3.56 0.50 0.50

B62E #5 7.25 1 17 2.50 2.25 2.50 EPOXY P62 #4 4.52 42 N5 3.52 0.50 0.50

B63E #5 8.33 2 17 3.04 2.25 3.04 EPOXY P63 #4 4.48 42 N5 3.48 0.50 0.50

B64E #5 9.42 1 17 3.58 2.25 3.58 EPOXY P64 #4 4.44 42 N5 3.44 0.50 0.50

B65E #5 10.50 1 17 4.13 2.25 4.13 EPOXY P65 #4 4.40 42 N5 3.40 0.50 0.50

B66E #5 11.58 1 17 4.67 2.25 4.67 EPOXY P66 #4 4.35 42 N5 3.35 0.50 0.50

B67E #5 12.58 1 17 5.17 2.25 5.17 EPOXY P67 #4 4.31 42 N5 3.31 0.50 0.50

B68E #5 6.00 1 17 1.88 2.25 1.88 EPOXY P68 #4 4.27 42 N5 3.27 0.50 0.50

B69E #5 6.67 1 17 2.21 2.25 2.21 EPOXY P69 #4 4.23 42 N5 3.23 0.50 0.50

B70E #5 7.42 1 17 2.58 2.25 2.58 EPOXY P70 #4 4.19 42 N5 3.19 0.50 0.50

B71E #5 8.17 2 17 2.96 2.25 2.96 EPOXY P71 #4 4.15 42 N5 3.15 0.50 0.50

B72E #5 8.83 1 17 3.29 2.25 3.29 EPOXY P72 #4 4.10 42 N5 3.10 0.50 0.50

B73E #5 9.58 1 17 3.67 2.25 3.67 EPOXY P73 #4 4.06 42 N5 3.06 0.50 0.50

B74E #5 10.33 1 17 4.04 2.25 4.04 EPOXY P74 #4 4.02 42 N5 3.02 0.50 0.50

B75E #5 11.00 1 17 4.38 2.25 4.38 EPOXY P75 #4 3.98 42 N5 2.98 0.50 0.50

B76E #5 11.75 1 17 4.75 2.25 4.75 EPOXY P76 #4 3.92 21 N5 2.92 0.50 0.50

B77E #5 12.42 1 17 5.08 2.25 5.08 EPOXY P77 #4 3.94 41 N5 2.94 0.50 0.50

B78 #4 3.25 359 N5 2.25 0.50 0.50 P78 #4 3.90 41 N5 2.90 0.50 0.50

SECTION SUMMARY TOTAL WEIGHT (lbs):

ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL

SECTION SUMMARY TOTAL WEIGHT (lbs): 544 REINFORCING STEEL 0 4571 4444 9298 18378 0 0 11386 0 0 0 48077

ITEM # DESCRIPTION #3 #4 #5 #6 #7 #8 #9 #10 #11 #14 #18 TOTAL 544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0

544 REINFORCING STEEL 0 779 774 2226 2854 1790 0 0 0 0 0 8423 544.2 EPOXY COATED 0 0 0 0 0 0 0 0 0 0 0 0

544.11 MECH. CONNECTOR 0 0 0 0 0 0 0 0 0 0 0 0 544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

544.2 EPOXY COATED 0 0 734 0 0 0 0 0 0 0 0 734

544.21 EPOXY MECH. CON. 0 0 0 0 0 0 0 0 0 0 0 0

TOWN: WINCHESTER & SWANZEY BRIDGE NO. 151/181 STATE PROJECT 12906

LOCATION:

REINFORCING SCHEDULE (SHEET 2 OF 2) BRIDGE SHEET

BY DATE BY DATE REVISIONS AFTER PROPOSAL 38 of 38

DESIGNED SRL 06/12 CHECKED KFD 05/13 FILE NO.

DRAWN SRL 06/12 CHECKED KFD 05/13 124-4-1

TRACED CHECKED FEDERAL PROJECT NUMBER SHEET

QUANTITIES KFD 05/13 CHECKED SMG 05/13 ------ 54 of 109

STATE OF NEW HAMPSHIRE

DEPARTMENT OF TRANSPORTATION BUREAU OF BRIDGE DESIGN


136 137 138gis.dot.nh.gov/bridge_plan/151-181-winchester.2013-8-asb.pdfmid = middle min = minimum ns...

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