list of abbreviations - aetna bridge … · • aashto designation m55 concrete strengths: •...

A

B

C

D

E

F

G

H

I

J

L

M

N

O

P

R

S

T

U

V

W

LIST OF ABBREVIATIONS

DEPARTMENT OF TRANSPORTATIONRHODE ISLAND

Civil and Environmental EngineersPawtucket, Rhode Island

Gordon R. Archibald, Inc.

HIGH PRIORITY STATEWIDEBRIDGE REPAIRS CONTRACT-1

LIST OF ABBREVIATIONS

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

2_A

BB

RE

V.d

wg,

3/2

7/20

18 2

:57:

22 P

M, U

SE

R53

THIS PLAN SHALL NOT BE ALTERED

STANDARD PLAN SYMBOLS &STANDARD LEGEND

EXISTING NEW





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

3_S

TDS

YM

.dw

g, 3

/27/

2018

2:5

8:41

PM

, US

ER

53

STANDARD NOTES - 1


UTILITY NOTES:

GENERAL NOTES: DRAINAGE AND EROSION CONTROL NOTES: DRAINAGE AND EROSION CONTROL NOTES (CONTINUED):





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

4_S

TDN

OTE

S00

1_R

EV

3.dw

g, 3

/27/

2018

2:5

9:56

PM

, US

ER

53

STANDARD NOTES - 2


STRUCTURAL NOTES FOR HIGHWAY SIGNS, TRAFFIC SIGNAL NOTES:

MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

LANDSCAPE NOTES:LUMINAIRES AND TRAFFIC SIGNALS:





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

5_S

TDN

OTE

S00

2.dw

g, 3

/27/

2018

3:0

1:11

PM

, US

ER

53

GENERAL NOTES

1. ALL CONSTRUCTION INDICATED ON THESE PLANS SHALL BE IN ACCORDANCE WITH:

• THE 2010 EDITION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI STANDARD SPECIFICATIONS).

• THE AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO) LRFDBRIDGE CONSTRUCTION SPECIFICATIONS, EIGHTH EDITION, 2017, INCLUDING THE LATEST INTERIMSPECIFICATIONS.

• THE SPECIFICATIONS ACCOMPANYING THESE PLANS.

2. DIMENSIONS, STATIONS AND ELEVATIONS ARE SHOWN TO THE NEAREST ONE-HUNDREDTH OF A FOOT ORONE-EIGHTH OF AN INCH, EXCEPT STRUCTURAL STEEL DIMENSIONS WHICH ARE TO THE NEARESTONE-SIXTEENTH OF AN INCH.

3. DIMENSIONS LABELED AS "SQUARE" ARE MEASURED PERPENDICULAR TO THE ELEMENTS BEINGDIMENSIONED.

4. ALL ABUTMENTS AND WALLS ARE DRAWN LOOKING AT THE EXPOSED FACES.

5. THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOTGUARANTEED. OVERHEAD UTILITIES MAY OR MAY NOT BE SHOWN. CONTRACTOR SHALL ENSURE THAT ALLUTILITIES ARE ADEQUATELY SHIELDED AND PROTECTED FROM DAMAGE AND TEMPORARILY SUPPORTEDAS REQUIRED. TEMPORARY SHIELDING AND SUPPORT SHALL BE SUBMITTED FOR REVIEW.

6. EXISTING UTILITIES IN THE VICINITY OF BRIDGES ARE TO REMAIN IN PLACE AND IN SERVICE CONTINUOUSLYDURING CONSTRUCTION. CONTRACTOR SHALL SELECT METHODS, MEANS AND MATERIALS SUCH THAT ALLREQUIRED WORK CAN BE ACCOMPLISHED WITH THESE FACILITIES IN PLACE AND IN SERVICE. NO EXTRAPAYMENT WILL BE MADE FOR COMPLYING WITH THESE REQUIREMENTS.

7. BOTH FEDERAL AND STATE LAW (RI GENERAL LAW 39-1.2) REQUIRE NOTIFICATION OF APPROPRIATEUTILITY COMPANIES BEFORE DIGGING, TRENCHING, BLASTING, DEMOLISHING, BORING, BACK FILLING,GRADING, LANDSCAPING, OR OTHER EARTH MOVING OPERATIONS. IT IS THE CONTRACTOR'SRESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES (INCLUDING THROUGH THE “DIG SAFE” PROGRAM) TOENSURE THAT ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, HAVE BEEN MARKED BEFORECOMMENCEMENT OF SUCH WORK. THE CONTRACTOR SHOULD UNDERSTAND THAT NOT ALL UTILITIESSUBSCRIBE TO THE “DIG SAFE” PROGRAM. ANY DAMAGE TO EXISTING UTILITIES MARKED IN THE FIELD, ORAS A RESULT OF FAILING TO CONTACT THE APPROPRIATE UTILITY COMPANIES, SHALL BE REPAIRED ORREPLACED (AS DEEMED APPROPRIATE BY THE STATE AND/OR THE IMPACTED UTILITY COMPANY) AT NOADDITIONAL COST TO THE STATE.

8. EXISTING AND PROPOSED DRAINAGE AND UTILITIES SHOWN HEREIN ARE FOR GENERAL INFORMATIONONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO AVOID ANY DAMAGE TO UTILITIES, DRAINAGE ANDOTHER STRUCTURES.

9. EXISTING DETAILS, DIMENSIONS AND ELEVATIONS SHOWN ON THESE PLANS ARE NOT GUARANTEED. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS AS PART OF THE SHOPDRAWING SUBMITTAL PRIOR TO CONSTRUCTION. ANY DISCREPANCIES REQUIRING MODIFICATIONS TOTHESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AS PART OF THE SHOP DRAWINGSUBMISSION. INFORMATION NOT SHOWN ON THE PLANS SHALL BE OBTAINED FROM THE EXISTING PLANSAND SHALL BE SUPPLEMENTED WITH FIELD VERIFICATION.

10. CONTRACTOR SHALL BE AWARE OF THE PRESENCE OF TRAFFIC CAMERAS IN THE VICINITY OF SOME OFTHE BRIDGES BEING REPAIRED AND SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DISTURBANCE ORDAMAGE TO THESE FACILITIES.

11. TEMPORARY EARTH SUPPORT SHALL BE INSTALLED AS SHOWN ON THE PLANS AND OTHER AREAS ASREQUIRED TO SUIT CONTRACTORS OPERATIONS. TEMPORARY EARTH SUPPORT SHALL BE DESIGNED BYTHE CONTRACTOR AND SHALL BE REMOVED UPON COMPLETION OF WORK. NO EXTRA PAYMENT WILL BEMADE FOR EARTH SUPPORT REQUIRED, BUT NOT SHOWN ON THE PLANS.

12. PLANS FOR INDIVIDUAL BRIDGES SHOW A "SUMMARY OF WORK REQUIRED". THIS SUMMARY SHOULD NOTBE CONSIDERED ALL INCLUSIVE BUT RATHER JUST A LIST OF THE MAJOR ITEMS OF WORK.

13. PAVEMENT THICKNESS ON BRIDGE DECKS SHALL BE VERIFIED PRIOR TO SAWCUTTING TO AVOIDSAWCUTTING CONCRETE DECK TO REMAIN. VERIFICATION OF PAVEMENT THICKNESS AND PAVEMENTSAWCUTTING SHALL BE DONE IN THE PRESENCE OF THE ENGINEER.

14. PAVEMENT THICKNESS ON AND OFF BRIDGES ARE SHOWN AND ARE BASED ON EXISTING PLANS.CONTRACTOR SHALL ASSUME, FOR BIDDING PURPOSES, THAT THE ACTUAL PAVEMENT THICKNESS IN THEFIELD COULD BE 2 TIMES THAT SHOWN ON THE PLANS.

15. COST OF CONCRETE SAWCUTS AROUND PERIMETER OF REPAIR AREAS SHALL BE CONSIDEREDINCIDENTAL TO THE REPAIR.

16. ALL STAGING AND STOCKPILE AREAS SHALL BE LIMITED TO AREAS DESIGNATED FOR EACH BRIDGE. AREASOUTSIDE OF THESE DESIGNATED AREAS SHALL REQUIRE APPROVAL OF THE ENGINEER.

17. ALL STAGING AND STOCKPILE AREAS MUST BE LOCATED IN AN UPLAND LOCATION. STOCKPILES OFERODABLE MATERIALS SHALL HAVE SIDE SLOPES OF 2H:1V OR FLATTER AND BE SURROUNDED BYCOMPOST FILTER SOCK (CFS).

18. DEMOLITION OF PORTIONS OF BRIDGES AS DESIGNATED SHALL BE DONE SO CAREFULLY IN ACCORDANCEWITH SECTION 803 OF THE RI STANDARD SPECIFICATIONS SO AS NOT TO DAMAGE PORTIONS NOTDESIGNATED FOR REMOVAL. ANY DAMAGE TO PORTIONS NOT DESIGNATED FOR REMOVAL SHALL BEREPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST. ALL DEMOLITION DEBRIS SHALL BE LEGALLYDISPOSED OF.

19. SHIELDING SHALL BE INSTALLED AT LOCATIONS SHOWN ON THESE PLANS AND OTHER AREAS ASREQUIRED TO PROTECT WATERWAYS, ROADWAYS, WALKWAYS, AND UTILITIES, IN ACCORDANCE WITH803.0500 OF THE COMPILATION OF APPROVED SPECIFICATIONS. NO DEMOLITION SHALL COMMENCE UNTILREQUIRED SHIELDING IS INSTALLED TO THE SATISFACTION OF THE ENGINEER.

MATERIALS

STRUCTURAL STEEL:

• AASHTO DESIGNATION M270, GRADE 50

REINFORCING STEEL:

• AASHTO DESIGNATION M31, GRADE 60, GALVANIZED• AASHTO DESIGNATION M55

CONCRETE STRENGTHS:

• CLASS HP 3 8" f'c=5000 PSI

• GROUT AT BRIDGE NO. 985 MEDIAN SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF5000 PSI AT 28 DAYS.

BRIDGE GENERAL NOTES - 1

1. DESIGN SPECIFICATIONS

• THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, LATEST EDITION, INCLUDING ALL INTERIMREVISIONS TO DATE.

• THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL 2007 EDITION INCLUDING ALL REVISIONS TO DATE.

• ALL OTHER APPLICABLE DESIGN SPECIFICATIONS ARE REFERENCED IN SECTION 1 OF THE RHODEISLAND LRFD BRIDGE DESIGN MANUAL DATED 2007.

• THE 2010 REVISION OF AND SUPPLEMENTS TO THE RHODE ISLAND DEPARTMENT OF TRANSPORTATIONSTANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (RI STANDARD SPECIFICATIONS).

• IN CASE OF CONFLICT, THE RHODE ISLAND LRFD BRIDGE DESIGN MANUAL SHALL GOVERN.

DESIGN DATA

GENERAL NOTES

20. ALL EXCAVATED AREAS AND STOCKPILE AREAS SHALL BE SURROUNDED BY COMPOST FILTER SOCK INACCORDANCE WITH SECTION 206 OF THE COMPILATIONS. THESE EROSION CONTROLS SHALL BEMAINTAINED IN ACCORDANCE WITH SPECIAL PROVISION CODE 212.1000.

21. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS RELATED TO TEMPERATURE SENSITIVE WORK.NO EXTRA PAYMENT OR TIME EXTENSION WILL BE GRANTED FOR ADHERENCE TO THIS REQUIREMENT.

22. HIGH EARLY STRENGTH CONCRETE MAY BE UTILIZED AT NO ADDITIONAL COST TO MEET THECONTRACTORS SCHEDULE. A MIX DESIGN SHALL BE SUBMITTED FOR REVIEW.

23. FORMWORK AND FALSEWORK SHALL BE DESIGNED TO SUPPORT ALL IMPOSED LOADS RESULTING FROMCONTRACTORS OPERATIONS.

24. ALL MATERIALS SHALL BE INSTALLED IN CONFORMANCE WITH THE MANUFACTURERSRECOMMENDATIONS. ALL WORK WHICH IMPACTS MATERIALS (IE. BACKFILLING, LOADING, ETC.) SHALL BEAPPROVED BY THE MANUFACTURER.

25. THE CONTRACTOR SHALL ENSURE THAT NO MATERIAL, DEBRIS, OR EQUIPMENT INADVERTANTLY FALLSINTO ADJACENT ROADWAYS, RAILROADS, OR WATERWAYS ADJACENT TO THE WORK AREA. SHOULD ANYMATERIAL, DEBRIS, OR EQUIPMENT INADVERTANTLY FALL INTO THESE AREAS, IT SHALL BE PROMPTLYREMOVED AT THE SOLE EXPENSE OF THE CONTRACTOR.

26. ANY DRILLING INTO EXISTING CONCRETE SHALL UTILIZE A PACHOMETER OR OTHER SUITABLE DEVICE TOAVOID EXISTING REINFORCING.

27. NO TRAFFIC SHALL BE ALLOWED OVER AREAS BEING REPAIRED UNTIL WORK IS COMPLETE, AND ONLYAFTER APPROVAL BY THE ENGINEER. CONCRETE SHALL ACHIEVE 28 DAY STRENGTH PRIOR TO BEINGEXPOSED TO TRAFFIC.

28. CARE MUST BE TAKEN TO MINIMIZE DISTURBANCE TO EXISTING SITE CONDITIONS. ALL EQUIPMENT,MATERIALS, AND DEBRIS SHALL BE REMOVED UPON COMPLETION OF WORK, AND THE AREA RESTOREDTO IT'S ORIGINAL CONDITION TO THE APPROVAL OF THE ENGINEER.

29. ANY CLEARING OF VEGETATION REQUIRED TO PERFORM WORK SHALL BE MINIMIZED AND SHALL NOTEXCEED 5 FEET FROM THE FACE OF STRUCTURE.

30. ALL DEBRIS WITHIN BRIDGE ROADWAYS SHALL BE REMOVED AND DISPOSED.

31. ALL WORK SHALL CONFORM TO MAINTENANCE OF TRAFFIC PLANS.

32. CONTRACTOR SHALL PROVIDE, AS REQUIRED, GRAVEL BORROW FOR BACKFILL AT VARIOUS LOCATIONSTHROUGHOUT BRIDGES INVOLVING EARTHWORK ABOVE AND BEYOND THAT SHOWN ON THE DETAILS INTHE AMOUNT OF 10 CY PER BRIDGE AT NO ADDITIONAL COST.

33. ALL WATERPROOFING ON BRIDGES SHALL BE PREFABRICATED WATERPROOFING SHEET MEMBRANE ANDSHALL CONFORM TO THE LATEST COMPILATION SECTION 813.

34. FOR BRIDGE NO. 850 AND 987, CONTRACTOR SHALL PROVIDE, AS DIRECTED BY THE ENGINEER, AN EXTRA1000 POUNDS OF REINFORCING AND 50 DRILL AND GROUT DOWELS FOR EACH BRIDGE AT NO ADDITIONALCOST. BARS SHALL BE OF VARIOUS SIZES, LENGTHS AND BENDS.

35. DECK OVER BACKWALL WORK ON ANY ONE BRIDGE SHALL COMMENCE AND BE COMPLETED WITHIN ONECONSTRUCTION SEASON.

36. THERE SHALL BE NO DISTURBANCE OR CLEARING OF VEGETATION OUTSIDE LIMITS SHOWN, NO CHANGESIN GRADE AND NO TEMPORARY OR PERMANENT FILLING.

37. HANDLING AND DISPOSAL OF ASBESTOS CEMENT PIPE SHALL CONFORM TO ALL APPLICABLE STATE ANDFEDERAL REGULATIONS.

38. PAVEMENT SHALL BE INSTALLED IN LIFTS NOT LESS THAN 112" NOR MORE THAN 2", EXCEPT CLASS 19

SHALL BE INSTALLED IN 3" MIN. LIFTS.

39. CARE SHALL BE TAKEN DURING CONCRETE REPAIRS AND REMOVAL OF THE DESIGNATED PORTIONS OFTHE STRUCTURE TO AVOID DAMAGING THE PORTIONS TO REMAIN IN ACCORDANCE WITH COMPILATION803.0300 OF THE RI STANDARD SPECIFICATIONS. MAXIMUM WEIGHT OF PNEUMATIC HAMMER SHALL NOTBE EXCEEDED.

(CONT'D)

LUMP SUM NOTE

ALL WORK SHALL BE INCLUDED IN THE LUMP SUM PRICE FOR THE RESPECTIVE BRIDGE, UNLESS A UNITBID ITEM FOR THE WORK EXISTS IN THE CONTRACT. ANY REFERENCE TO PAYMENT IN THE RI STANDARDSPECIFICATIONS SHALL BE SUPERSEDED BY THIS NOTE.





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

6_B

RN

OTE

S1.

dwg,

3/2

7/20

18 3

:02:

25 P

M, U

SE

R53

BRIDGE SHOP DRAWINGS AND SUBMITTALS

THE FOLLOWING LIST OF BRIDGE ITEMS OF WORK FOR WHICH SHOP DRAWINGS AND/OR OTHER SUBMITTALSARE REQUIRED IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THIS LIST INCLUDES ONLY THEMAJOR ITEMS OF BRIDGE WORK; IT DOES NOT ITEMIZE ALL SUBMITTALS REQUIRED BY THE CONTRACTDOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR TIMELY SUBMISSION OF ALL SHOP DRAWINGS ANDOTHER DOCUMENTS REQUIRED BY THE CONTRACT. NO EXTRA PAYMENT WILL BE MADE, NOR ANY EXTENSIONBE MADE TO THE CONTRACT COMPLETION DATE FOR MAKING REQUIRED SUBMITTALS.

• SEE TABLE IN GENERAL PROVISIONS OF THE CONTRACT SPECIFIC DOCUMENTS

BRIDGE GENERAL NOTES - 2

STRUCTURAL STEEL NOTES

1. FRAMING DIMENSIONS ARE GIVEN ALONG CENTERLINES OF GIRDERS AND ALONG CENTERLINES OFBEARINGS ON ABUTMENTS AND PIERS.

2. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO THE LATEST PROVISIONS OF AASHTODESIGNATION M 270 GRADE 50.

3. THE SHOPS FABRICATING THE STRUCTURAL STEEL SHALL, AT A MINIMUM, BE CERTIFIED FOR “SIMPLESTEEL BRIDGE STRUCTURES (SBR)”.

4. STEEL SHALL MEET THE ZONE 2 LONGITUDINAL CHARPY V-NOTCH TEST OF 15 FT.-LBS. AT 40°F ASSPECIFIED IN TABLE S1 "TOUGHNESS REQUIREMENTS" AS PER AASHTO DESIGNATION M 223 (ASTMDESIGNATION A 572) OF THE AASHTO STANDARD SPECIFICATIONS FOR TRANSPORTATION MATERIALS ANDMETHODS OF SAMPLING AND TESTING. SAMPLING AND TESTING PROCEDURES SHALL BE IN ACCORDANCEWITH AASHTO T 243 (ASTM DESIGNATION A 673). THE (H) FREQUENCY OF HEAT TESTING SHALL BE USED.

5. SHOP DRAWINGS FOR ALL FABRICATED STEEL SHALL BE SUBMITTED TO THE ENGINEER IN SUFFICIENTTIME TO PERMIT CAREFUL CHECKING PRIOR TO FABRICATION.

6. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST STRUCTURAL WELDING CODE AASHTO/AWS D1.5(INCLUDING ALL INTERIMS TO DATE) AND APPLICABLE SUPPLEMENTAL AWS PUBLICATIONS.

7. ALL SHOP CONNECTIONS AND SPLICES SHALL BE WELDED. WELDING PROCEDURES AND TECHNIQUES TOBE USED IN FABRICATION AND ERECTION OF THE STEEL MEMBERS SHALL BE AS SHOWN ON THE SHOPDRAWINGS.

8. NO FILLET WELD SHALL BE LESS THAN 14".

9. WELDING ELECTRODES SHALL HAVE THE SAME CORROSION RESISTANCE AS THE BASE METAL AND SHALLBE FREE OF MOISTURE AT THE TIME OF USE.

10. INSPECTION OF WELDS INCLUDING RADIOGRAPHIC TESTING (RT) AND MAGNETIC PARTICLE TESTING (MT)SHALL BE IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS AND THE AASHTO/AWS BRIDGEWELDING CODE, EXCEPT THAT THE REMAINING PERCENTAGE OF ALL GROOVE WELDS NOT RT TESTEDSHALL BE MT OR DYE-PENETRANT TESTED.

11. ALL BOLTS SHALL CONFORM TO AASHTO DESIGNATION M 164, AND SHALL BE GALVANIZED IN ACCORDANCEWITH AASHTO M232 AND SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 824 OF THE RI STANDARDSPECIFICATIONS. ALL BOLTS SHALL BE PRIMED AND PAINTED AFTER INSTALLATION.

12. BOLTED CONNECTIONS SHALL SATISFY CLASS B SURFACE CONDITION AS DEFINED IN THE AASHTO LRFDBRIDGE DESIGN SPECIFICATIONS.

13. WASHERS MEETING AASHTO DESIGNATION M 293 ARE TO BE USED OVER ALL HOLES THAT ARE MORE THAN1/16” IN DIAMETER GREATER THAN THE BOLT DIAMETER AND UNDER ALL PARTS TURNED DURINGASSEMBLY.

14. STRUCTURAL STEEL SHALL BE PREPARED AND PAINTED IN ACCORDANCE WITH THE PLANS AND SPECIALPROVISION CODE 825.99.

15. SEALANT/CAULK SPECIFIED AT STEEL REPAIR LOCATIONS SHALL CONFORM TO PAINT MANUFACTURERSRECOMMENDATIONS AND SHALL BE APPLIED AFTER AND MATCH COLOR OF TOP COAT OF PAINT.

16. UNLESS NOT ACCESSIBLE OR OTHERWISE SPECIFIED, THE UPPER SURFACES OF THE END DIAPHRAGMSAND TOP FLANGES AT THE ABUTMENTS SHALL BE FREE OF PAINT, OIL OR OTHER IMPURITIES THAT WOULDIN ANY WAY REDUCE THE BOND OF CONCRETE TO STEEL.

17. PRIOR TO FABRICATION, ALL MATERIALS SHALL BE BLAST-CLEANED TO AT LEAST SSPC-SP6 TO REMOVEALL OIL, DIRT, GREASE, MILL SCALE AND OTHER DELETERIOUS MATERIALS FROM THE SURFACES OF THESTEEL TO BE FABRICATED.

18. ALL NEW STEEL SHALL BE CLEANED AND PRIMED ON ALL SURFACES IN THE SHOP AFTER FABRICATION. ALL EXISTING STEEL SURFACES DESIGNATED TO BE PAINTED SHALL BE CLEANED AND PRIMED PRIOR TOINSTALLING NEW STEEL. CONTACT SURFACE BETWEEN NEW AND EXISTING STEEL SHALL BE CLASS B.AREAS TO BE FIELD WELDED SHALL BE MASKED AND PRIMED IN THE FIELD AFTER WELDING.

19. PRIOR TO SHOP COATING, ALL CORNERS AND EDGES OF STEEL WHICH HAVE BEEN FLAME CUT OROTHERWISE HARDENED SHALL BE SOFTENED BY GRINDING OR BLAST-CLEANING TO PROVIDE A SURFACESUITABLE FOR APPLICATION OF THE SPECIFIED PAINT SYSTEM.

20. INTERMEDIATE AND TOP COATS SHALL BE APPLIED IN THE SHOP OR FIELD FOR NEW STEEL AND IN THEFIELD FOR EXISTING STEEL PROVIDED THAT THE CONTACT SURFACE BETWEEN THE EXISTING AND NEWSTEEL IS CLASS B.

21. WHEN STEEL DIE STAMPS ARE USED TO IDENTIFY PIECES AND MEMBERS, FABRICATORS SHALL UTILIZELOW STRESS STAMPS.

22. ALL EXISTING PAINT ON BRIDGES SHALL BE ASSUMED TO BE LEAD BASED PAINT.

CONCRETE NOTES

1. ALL CONCRETE SHALL BE HIGH PERFORMANCE CLASS HP, AS DESCRIBED IN THE RI STANDARDSPECIFICATIONS AND THE SPECIAL PROVISIONS OF THE SPECIFICATIONS.

2. THE CONTRACTOR MAY, AT THE APPROVAL OF THE ENGINEER, PROPOSE THE USE OF SELFCONSOLIDATING CONCRETE FOR ANY CLASS OF CONCRETE ON THIS PROJECT. SECTION 606 “SELFCONSOLIDATING CONCRETE (SCC)”, CONTAINS THE REQUIREMENTS FOR MODIFYING ALL CLASSES OFCONCRETE MIX DESIGN FOR SELF-CONSOLIDATING APPLICATIONS.

3. ALL PORTLAND CEMENT CONCRETE SHALL BE AIR-ENTRAINED.

4. ALL REINFORCING STEEL SHALL BE GALVANIZED. ALL WIRE TIES AND MISCELLANEOUS HARDWARE USEDFOR PLACEMENT OF REINFORCING SHALL ALSO BE GALVANIZED.

5. ALL CRITICAL LAP SPLICES SHALL BE AS SHOWN ON THE PLANS. ALL SPLICES NOT SHOWN ON THE PLANSSHALL BE LAPPED IN ACCORDANCE WITH THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS FOR CLASSC LAP SPLICES.

6. THE TOP BARS IN THE DECK SLABS SHALL BE SPLICED AT THE CENTER OF SPANS BETWEEN GIRDERS. THEBOTTOM BARS SHALL BE SPLICED OVER THE GIRDERS.

7. UNLESS OTHERWISE INDICATED ON THE PLANS, ALL MAIN REINFORCING BARS SHALL HAVE THEFOLLOWING MINIMUM COVER:

MINIMUM COVER

CONCRETE CAST AGAINST OR PERMANENTLY 3"EXPOSED TO EARTH (FOOTINGS, ABUTMENTAND WALL FACES, BACKWALLS)

CONCRETE DIRECTLY EXPOSED TO SALT WATER 4"

DECK SLAB TOP 2" (+14", -0")

BOTTOM 112" (+1

8", -0")

ALL OTHER BARS 2"

COVER TO TIES AND STIRRUPS MAY BE 12" LESS THAN THE ABOVE VALUES SPECIFIED FOR MAINREINFORCING, BUT IN NO CASE LESS THAN 11

2".

8. ALL ANCHOR BOLTS SHALL BE SET PRIOR TO PLACEMENT OF CONCRETE UNLESS OTHERWISE AUTHORIZEDBY THE ENGINEER.

9. HORIZONTAL CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON PLANS WILL NOT BE PERMITTEDWITHOUT A WRITTEN REQUEST BY THE CONTRACTOR AND PRIOR AUTHORIZATION BY THE ENGINEER.

10. UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CONCRETE SURFACES VISIBLE IN ELEVATION TOONE FOOT BELOW FINAL GROUND LINE (AND THE UNDERSIDE OF ALL CONCRETE DECK SLABS OUTSIDE OFTHE FASCIA BEAM) SHALL RECEIVE A CONCRETE SURFACE RUBBED FINISH IN ACCORDANCE WITH THE RISTANDARD SPECIFICATIONS.

11. THE ENTIRE TOPSIDE SURFACES OF ABUTMENT AND PIER CAP BEAM SEATS , AS WELL AS VERTICAL FACESOF BACKWALLS, FOR BRIDGE NOS. 722 NB, 766, 840, 853, 856 SOUTH ABUTMENT, AND 978, SHALL BEPROVIDED WITH A FILM-FORMING SEALER (M12.03.1) CONCRETE SURFACE TREATMENT-PROTECTIVECOATING IN ACCORDANCE WITH SECTION 820 OF THE RI STANDARD SPECIFICATIONS. ADDITIONALLY, ALLEXPOSED PORTIONS OF ABUTMENTS AND WALLS FOR BRIDGE NOS. 722 NB AND SB, 766, 840, 853, AND 856SHALL RECEIVE THIS TREATMENT.

12. ALL EXPOSED EDGES AND REENTRANT CORNERS NOT OTHERWISE DETAILED ON THE PLANS SHALL HAVEMINIMUM 3 4" CHAMFER.

13. ALL JOINT SEALANT SHALL BE POLYURETHANE, POLYURETHANE ELASTOMERIC, OR SILICONE SEALANT ASDESIGNATED ON THE PLANS. THE COLOR OF THE JOINT SEALANT, WHERE EXPOSED, SHALL BE NEUTRAL(LIGHT GRAY OR TAN). COLOR OF THE SEALANT, WHERE NOT EXPOSED, WILL BE AT THE DISCRETION OFTHE CONTRACTOR.

14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING CONCRETE STAINS OR DISCOLORATIONDURING CONSTRUCTION UNTIL SUCH TIME AS THE SURFACES ARE APPROVED AND ACCEPTED. ANYCONCRETE STAINS OR DISCOLORATION OCCURRING PRIOR TO ACCEPTANCE OF THE SURFACES SHALL BEREMOVED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE STATE.

15. UNLESS OTHERWISE NOTED ON THE PLANS JOINT FILLER IS TO BE PREFORMED, NON-EXPANSIVE,NON-EXTRUDING TYPE IN ACCORDANCE WITH SECTION M.02.11.1 OF THE RI STANDARD SPECIFICATIONS.

16. PLACEMENT, FINISHING AND CURING OF BRIDGE DECK CONCRETE SHALL BE IN ACCORDANCE WITHSECTION 814 OF THE RI STANDARD SPECIFICATIONS.

17. ALL DECK FORMS SHALL BE OF THE REMOVABLE TYPE THAT WILL PRODUCE THE DIMENSIONS SHOWN ONTHE PLANS.

18. EMBEDMENT LENGTHS FOR DRILLED AND GROUTED DOWELS SHALL BE IN ACCORDANCE WITH SECTION819 OF THE RI STANDARD SPECIFICATIONS.

19. IN ACCORDANCE WITH THE RI STANDARD SPECIFICATIONS, ALL METAL TIES OR ANCHORAGES WHICH AREREQUIRED FOR CONCRETE FORMWORK SHALL BE SO CONSTRUCTED THAT THEY CAN BE REMOVED TO ATLEAST TWO INCHES BELOW THE EXPOSED SURFACE OF THE CONCRETE WITHOUT CAUSING DAMAGE TOTHE CONCRETE SURFACE. SNAP TIES MAY BE USED ONLY IF APPROVED BY THE ENGINEER. IF THECONTRACTOR PROPOSES TO USE THEM, A CATALOG CUT AND OTHER NECESSARY INFORMATION MUST BESUBMITTED TO THE ENGINEER TO DEMONSTRATE THAT THE TIES WILL SNAP-OFF FAR ENOUGH INTO THECONCRETE TO ALLOW FOR PROPER PATCHING. SNAP TIES MUST PROVIDE ADEQUATE STRENGTH TOSUPPORT THE FORMS. ALL CAVITIES SHALL BE FILLED WITH AN APPROVED CEMENT MORTAR MEETING THEREQUIREMENTS OF ASTM C 928.





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

7_B

RN

OTE

S2.

dwg,

3/2

7/20

18 3

:03:

39 P

M, U

SE

R53





REPAIR DETAILS - 1

WATER WORKS BRIDGE NO. 850 WESTERLY, RI AND STONINGTON,CT

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

8_B

R85

0001

.dw

g, 3

/27/

2018

3:0

5:00

PM

, US

ER

53





REPAIR DETAILS - 2


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_00

9_B

R85

0002

.dw

g, 3

/27/

2018

3:0

6:17

PM

, US

ER

53





REPAIR DETAILS - 3


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

0_B

R85

0003

.dw

g, 3

/27/

2018

3:0

7:34

PM

, US

ER

53





REPAIR DETAILS - 4


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

1_B

R85

0004

.dw

g, 3

/27/

2018

3:0

8:50

PM

, US

ER

53





REPAIR DETAILS - 5


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

2_B

R85

0005

.dw

g, 3

/27/

2018

3:1

0:04

PM

, US

ER

53





REPAIR DETAILS - 6


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

3_B

R85

0006

.dw

g, 3

/27/

2018

3:1

1:20

PM

, US

ER

53





REPAIR DETAILS - 7


F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

4_B

R85

0007

.dw

g, 3

/27/

2018

3:1

2:37

PM

, US

ER

53





REPAIR DETAILS - 1POTTER HILL ROAD BRIDGE NO. 853, WESTERLY

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

5_B

R85

3001

.dw

g, 3

/27/

2018

3:1

3:59

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

6_B

R85

3002

.dw

g, 3

/27/

2018

3:1

5:22

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

7_B

R85

3003

.dw

g, 3

/27/

2018

3:1

6:44

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

8_B

R85

3004

.dw

g, 3

/27/

2018

3:1

8:06

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_01

9_B

R85

3005

.dw

g, 3

/27/

2018

3:1

9:25

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

0_B

R85

3006

.dw

g, 3

/27/

2018

3:2

0:45

PM

, US

ER

53





REPAIR DETAILS - 1

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

1_B

R98

5001

.dw

g, 3

/27/

2018

3:2

2:05

PM

, US

ER

53





REPAIR DETAILS - 2

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

2_B

R98

5002

.dw

g, 3

/27/

2018

3:2

3:24

PM

, US

ER

53





REPAIR DETAILS - 3

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

3_B

R98

5003

.dw

g, 3

/27/

2018

3:2

4:44

PM

, US

ER

53





REPAIR DETAILS - 4

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

4_B

R98

5004

.dw

g, 3

/27/

2018

3:2

6:07

PM

, US

ER

53





REPAIR DETAILS - 5

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

5_B

R98

5005

.dw

g, 3

/27/

2018

3:2

7:27

PM

, US

ER

53





REPAIR DETAILS - 1RI-146 RAMP BRIDGE NO. 987, LINCOLN

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

6_B

R98

7001

.dw

g, 3

/27/

2018

3:2

8:54

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

7_B

R98

7002

.dw

g, 3

/27/

2018

3:3

0:12

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

8_B

R98

7003

.dw

g, 3

/27/

2018

3:3

1:34

PM

, US

ER

53






NOTES:

1. SEE SHEET 31 FOR ADDITIONAL DETAILS.

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_02

9_B

R98

7004

.dw

g, 3

/27/

2018

3:3

2:54

PM

, US

ER

53






NOTES:

1. SEE SHEET 31 FOR ADDITIONAL DETAILS.

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

0_B

R98

7005

.dw

g, 3

/27/

2018

3:3

4:18

PM

, US

ER

53






F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

1_B

R98

7006

.dw

g, 3

/27/

2018

3:3

5:39

PM

, US

ER

53

MAINTENANCE AND PROTECTIONOF TRAFFIC PLAN - 1






SHOCK ABSORBING BARRIER MODULES 50 MPH DESIGN

PHASE 2

PHASE 1

REMOVE & DISPOSE MEDIANTRAFFIC MARKER DETAIL

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

2_TR

8500

01.d

wg,

3/2

7/20

18 3

:36:

56 P

M, U

SE

R53







PHASE 3

PHASE 4 - RESTORATION PLAN

MOBILE OPERATION ONROUTE 78

WORK IN RIGHT SHOULDER ON ROUTE 78

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

3_TR

8500

02.d

wg,

3/2

7/20

18 3

:38:

12 P

M, U

SE

R53






HIGH STREET SOUTHBOUND LANE SHIFT

POTTER HILL ROAD BRIDGE NO. 853, WESTERLY

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

4_TR

8530

01.d

wg,

3/2

7/20

18 3

:39:

35 P

M, U

SE

R53


“” “

”

M.P.H.

M.P.H.

ROUTE 99 NORTHBOUNDPHASE 1

M.P.H.

M.P.H.



TEMPORARY IMPACT ATTENUATORCONFIGURATION

M.P.H.

M.P.H.





F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

5_TR

9850

01.d

wg,

3/2

7/20

18 3

:41:

01 P

M, U

SE

R53






TYPICAL LANE CLOSUREON A FREEWAY

MOBILE OPERATIONON A FREEWAY

WORK ON LEFT SHOULDERSON A FREEWAY

WORK ON RIGHT SHOULDERSON A FREEWAY

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

6_TR

9850

02.d

wg,

3/2

7/20

18 3

:42:

23 P

M, U

SE

R53


M.P.H.

M.P.H.

ROUTE 99 SOUTHBOUNDPHASE 1

M.P.H.

M.P.H.



TEMPORARY IMPACT ATTENUATORCONFIGURATION

M.P.H.

M.P.H.





RI-146 RAMP BRIDGE NO. 987, LINCOLN

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

7_TR

9870

01.d

wg,

3/2

7/20

18 3

:43:

39 P

M, U

SE

R53






RI-146 RAMP BRIDGE NO. 987, LINCOLN

ROUTE 146 NORTHBOUND SHOULDER CLOSURE

F:\F

ILE

S\C

AD

\176

7\P

roje

ct P

lans

\014

5G_V

1_03

8_TR

9870

02.d

wg,

3/2

7/20

18 3

:44:

53 P

M, U

SE

R53

list of abbreviations - aetna bridge … · • aashto designation m55 concrete strengths: •...

Documents