40’ spacing eradicate 500’ of 10’ lane skipscabb.virginiadot.org/upload/20140114101406 234...

Eradicate 500’ of 10’ Lane Skips

A0

Barrels

Cones

Cones

Barre

ls

B0 &

40’ Spacing

I-81 NB LANE SHIFT AT END OF C/D ROUTE

ORDER NO.: 234 CONTRACT ID. NO.: C000105047N01

63


64


65


66


67


68


69


70


71


72


73


74


75


76


77

Route 641 - Den Hill Road

Route 641 - Wayside Drive

0.05 miles

11/4

60

B10

NORTH

460 & DEN HILL RD MONTGOMERY COUNTY


78

0.13 miles

SHAWSVILLE Existing

B11

11/460

11/460

NO

RTH

460 (ENTERING SHAWSVILLE) MONTGOMERY COUNTY


79

Route 633 - Dark Run Road

0.10 miles

B12

11/4

60

NORTH

460 & DARK RUN RD MONTGOMERY COUNTY


80

Route 636 - Seneca Hollow Road

0.15 miles

EASTERN MONTGOMERY ELEMENTARY

0.16 miles

B13

11/4

60

NORTH

460 & SENECA HOLLOW RD MONTGOMERY COUNTY


81

Route 844 - Old Roanoke Road

0.42 miles

B14

11/460

NO

RTH

460 & OLD ROANOKE RD MONTGOMERY COUNTY


82

Route 821 - Peaceful Drive

0.57 miles

B15

11/460

NORTH

460 & PEACEFUL DR ROANOKE COUNTY


83

11/4

60

Route 639 - West River Road

0.06

mile

s

B16

I-81

0.41

mile

s

0.58

mile

s

NORTH

NORTH

460 & DOW HOLLOW RD ROANOKE COUNTY Flagging traffic control shown on or


84

I-81

I-81

200’ 200’

A17

<-

<-

<-

Dow

Hollow

Road (R

oute 647)

Dow

Hollo

w R

oad (R

oute 6

47)

11/4

60

500’

500’

500’

500’

660’

Mer

ging

Ta

per

500’

Buf

fer

500’

500’

80’ Spacing

40’ Spacing

200’

200’

245’ Merging

Taper 40’ Spacing

20’ Spacing

500’

500’

500’

500’

660’

Mer

ging

Ta

per

500’

Buffe

r

500’

500’

80’ Spacing

40’ Spacing

80’ Shoulder

Taper

220’ Shoulder Taper

Fallbrook Drive (Route 940)

I-81 N

B O

n-R

am

p

I-81 NB O

ff-Ramp

*

* Provide tapered opening in

barrels for any entrances (see example below)

FLAGGING DIAGRAM FOR U.S. 460 & DOW HOLLOW ROAD INTX.

AT I-81 EXIT 132

Dixie Caverns Entrance

I-8

1 S

B O

n-R

am

p

I-81 SB Off-Ramp

200’

200’

11

/460

B17 &


85

CARS

650’

650’

650’

1300’ 1300’

650’ 650’

650’ 650’

MM 115.17

@ MM 114.7

Width Restriction = TTC 25.0

TRUCKS

USE LEFT

LANE

AA MM 116.4

A7

1300’ 1300’

RESTRICTED WIDTH ROUTE

11FT 0 IN

NORTH

USE EXIT 118C

CARS

EXCEPT

WIDE

LOADS

MM 115.15 - Cover 70 MPH SPEED LIMIT SIGNS

EXCEPT WIDE LOADS

EXCEPT WIDE LOADS

650’

650’

650’

650’

ALL TRAFFIC MUST EXIT

118 A-B-C

Cover sign during split lane

Screen 1

Screen 2

Dual Indicate @ MM 115.0

I-81

N

TRAFFIC CONTROL PRECEDING MM116.4 DURING SPLIT LANE

CONCEPT

* Place CB Wizard in grass gore or

good location near Exit 109

Type B Type B

Type B

650’


86

MM 115.17

Width Restriction = TTC 25.0

ROAD

DETOUR

4 MILES

ALL

LANES

EXIT

BB

1300’ to MM 116.4

B7

MM 115.15 - Cover 70 MPH SPEED LIMIT SIGNS

MM 116.4 1300’ 1300’

650’

650’

650’

650’

ALL TRAFFIC MUST EXIT

118 A-B-C

RESTRICTED WIDTH ROUTE

11FT 0 IN

NORTH

USE EXIT 118C Dual Indicate @ MM 115.0

@ MM 114.7

Screen 1

Screen 2

* Place CB Wizard in grass gore or

good location near Exit 109

TRAFFIC CONTROL PRECEDING MM116.4

DURING DETOUR CONCEPT

CARS

650’

650’

650’

1300’ 1300’

650’ 650’

650’ 650’

CARS

EXCEPT WIDE LOADS

EXCEPT WIDE LOADS

Cover sign during split lane

I-81

N

Type B

Type B

650’

Cover Signs during detour


87

Stripe 1000’ Solid White Centerline over 10’ Lane Skips Stripe 500’ Solid White Centerline

Stripe 440’ Solid White Centerline over 10’ Lane Skips

Keep 480’ Existing Solid White Centerline

Stripe 500’ Solid White Centerline

Stripe 780’ Yellow Solid Edgeline over Existing White Solid Lane Separation

Marking

Tie into Existing Yellow Edgeline

Stripe 920’ of Yellow Edgeline over 10’ Lane Skips

Tie into Yellow Edgeline at Physical Gore


Eradicate 500’ of 2’ Mini-Skips Eradicate 500’ White Solid Lane Separation Marking

Eradicate 500’ of 2’ Mini-Skips

Stri

ping

Pha

se

E

radi

catio

n P

hase

Stripe 500’ Solid Yellow Edgeline

Stripe 500’ Solid Yellow Edgeline

*** White Edgeline to remain as existing in field

***

*** ***

***

***

***

Eradicate 250’ of Yellow Edgeline


Physical Gore

I-81 NB LANE SHIFT PAVEMENT MARKINGS A7P B7P &


88

This is the appropriate TTC to be used if a

lane closure is deemed necessary by the

Engineer approaching the work area where

patching is taking place.

Dual-indicated 55 MPH SPEED LIMIT signs

should be posted approximately every 2

miles throughout work area.

END ROAD WORK signs should be shifted

as the work area progresses throughout the

project limits.

INSIDE LANE CLOSURE


89


90


91


92

UNIT QTY

Sq. Ft. 2900

HR. 716

Day 5200

HR. 537

Day 448

L.F. 6550

L.F. 2500

L.F. 25

EA. 14

HR. 952

HR. 537

NOTE: Individual quantities shown for Lump Sum Maintenance of Traffic items are for estimating purposes only and are based on the sign layout and traffic control sheets included in this contract. The Contractor is responsible for determining actual quantities based onfield conditions when bidding Lump Sum Maintenance of Traffic.

ELECTRONIC ARROW

CONSTR. PAVE. MARK. TY. E. 6"

CONSTR. PAVE. MARK. TY. D. CL. III 8"

WARNING LIGHT TYPE B

ITEM

GROUP 2 CHANNELIZING DEVICES

FLAGGER SERVICE

CONSTR. PAVE. MARK. TY. D. CL. I 24"

TYPE III BARRICADE 8'

PORTABLE CHANGEABLE MESSAGE SIGN

REMARKS

SUMMARY OF ESTIMATED QUANTITIESLUMP SUM MAINTENANCE OF TRAFFIC

CONSTRUCTION SIGNS

TRUCK MOUNTED ATTENUATOR


93

Attachment 3: Guardrail Quantities

Guardrail Upgrade Schedule I-81 NB

From: MM 120.96 To: MM 125.19

Mile Markers Referenced From MM 120.80

I-81 Northbound Roanoke/Montgomery Co.

Site No. : 1 Lane : NBL Mile Post : 120.80 Side : RT Rating : D Steel/Low/Rusty Remove : 1350.0

0 L.F. NS REMOVE EXIST. GUARDRAIL GR

Install : 4.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE) 25.00 L.F. GUARDRAIL GR-10 1350.0

0 L.F. GUARDRAIL GR-2

1350.00

L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION

79.00 Ton ASPHALT CONCRETE TY. SM-9.5D 1.00 Ea. GUARDRAIL TERMINAL GR-11

Comments : Tie into the existing line on both ends; end at rock fence on Northern end. The removal starts at M.M. 121.26. Place GR-11 at mm 121.60.

Site No. : 2 Lane : NBL Mile Post : 121.15 Side : LT Rating : A Remove : 1.00 Ea. REMOVE ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9)

1.00 Ea. REMOVE GUARDRAIL TERMINAL GR-11

Install : 1.00 Ea. GUARDRAIL TERMINAL GR-11 1.00 Ea. NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL 850.00 L.F. NS RESET EXIST. GUARDRAIL GR-2 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION

Comments : Remove and reset GR for asphalt to be pulled against post.


94

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Site No. : 3 Lane : NBL Mile Post : 121.83 Side : LT Rating : Remove : None Existing

Install : 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9)

1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 600.00 L.F. GUARDRAIL GR-2 1.00 Ea. GUARDRAIL TERMINAL GR-11

Comments :

Site No. : 4 Lane : NBL Mile Post : 121.89 Side : RT Rating : D Steel/Low/Rusty/GR-6 Remove : 450.00 L.F. NS REMOVE EXIST. GUARDRAIL GR

12.50 L.F. REMOVE GUARDRAIL TERMINAL GR-6

Install : 625.00 L.F. GUARDRAIL GR-2 625.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 35.00 Ton ASPHALT CONCRETE TY. SM-9.5D

Comments : Extend the guardrail 225' South from the existing location including end sections. Connect to Site # 5

Site No. : 5 Lane : NBL Mile Post : 122.01 Side : RT Rating : D Steel/Low/Rusty Remove : 300.00 L.F. NS REMOVE EXIST. GUARDRAIL GR


Install : 575.00 L.F. GUARDRAIL GR-2 575.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 1.00 Ea. GUARDRAIL TERMINAL GR-11 33.00 Ton ASPHALT CONCRETE TY. SM-9.5D

Comments : Extend the guardrail 275' South from the existing location and tie into line # 4. Connect to Site # 4


95

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Site No. : 6 Lane : NBL Mile Post : 122.07 Side : LT

Remove : 1.00 Ea. REMOVE GUARDRAIL TERMINAL GR-9

1.00 Ea. REMOVE GUARDRAIL TERMINAL GR-11 1062.5

0 LF NS RESET EXIST. GUARDRAIL GR-2

20.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE) 1.00 Ea. NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 1.00 Ea. GUARDRAIL TERMINAL GR-11

Comments : Remove and reset GR for asphalt to be pulled against post. Replace block outs that are damaged.

Site No. : 7 Lane : NBL Mile Post : 122.21 Side : RT Rating : D Steel/Low/Rusty Remove : 350.00 L.F. NS REMOVE EXIST. GUARDRAIL GR


Install : 525.00 L.F. GUARDRAIL GR-2 525.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 1.00 Ea. GUARDRAIL TERMINAL GR-11 30.00 Ton ASPHALT CONCRETE TY. SM-9.5D

Comments : Extend the guardrail 225' South from the existing location including end sections.


96

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Site No. : 8 Lane : NBL Mile Post : 122.36 Side : RT Rating D Steel/Low/Rusty Remove : 650.00 L.F. NS REMOVE EXIST. GUARDRAIL GR


Install : 800.00 L.F. GUARDRAIL GR-2 800.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 1.00 Ea. GUARDRAIL TERMINAL GR-11 47.00 Ton ASPHALT CONCRETE TY. SM-9.5D


Site No. : 9 Lane : NBL Mile Post : 122.66 Side : RT Rating D Steel/Low/Rusty Remove : 2000.0



Install : 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 1.00 Ea. GUARDRAIL TERMINAL GR-11 2100.0

0 L.F. GUARDRAIL GR-2

2100.00

L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION

125.00 Ton ASPHALT CONCRETE TY. SM-9.5D



97

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23.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE) 1.00 Ea. NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL 1.00 Ea. GUARDRAIL TERMINAL GR-11 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION




Install : 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 800.00 L.F. GUARDRAIL GR-2 800.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 1.00 Ea. GUARDRAIL TERMINAL GR-11 47.00 Ton ASPHALT CONCRETE TY. SM-9.5D



98

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6.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE) 1.00 Ea. GUARDRAIL TERMINAL GR-11 1.00 Ea. NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION




Install : 1.00 Ea. ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9) 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION 600.00 L.F. GUARDRAIL GR-2 600.00 L.F. NS RECONSTRUCT EXIST. SHOULDER RESTORATION 34.00 Ton ASPHALT CONCRETE TY. SM-9.5D

Comments : Extend the guardrail 250' South and 25' North from the existing location including end sections. Connect to line # 14.


99

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Site No. : 14 Lane : NBL Mile Post : 123.50 Side : RT Rating D Steel/Low/Wood Blocks,Low Remove : 2675.0



Install : 3075.00

LF GUARDRAIL GR-2

3075.00

LF NS RECONSTRUCT EXIST. SHOULDER RESTORATION

182.00 Ton ASPHALT CONCRETE TY. SM-9.5D 25.00 LF GUARDRAIL GR-10 142.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE)

Comments : This run is 7400 L.F. and 2 sections are going to be replaced in run. Starting at mm

123.50 & 124.08. Extend the guardrail 400' North from the run-on end of existing line including end sections. Connect to line # 13. Replace block outs that are

damaged on remainder of run.




Install : 925.00 LF NS RESET EXIST. GUARDRAIL GR-2 1.00 Ea. GUARDRAIL TERMINAL GR-11 1.00 Ea. NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL 1.00 Ea. GUARDRAIL TERMINAL SITE PREPARATION



100

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25.00 L.F. NS REMOVE EXIST. GUARDRAIL GR

Install : 2575.00

LF NS RESET EXIST. GUARDRAIL GR-2

39.00 Ea. NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE) 1.00 Ea. GUARDRAIL TERMINAL GR-11 25.00 L.F. GUARDRAIL GR-2

Comments : Remove and reset GR for asphalt to be pulled against post. Replace block outs that are damaged; tie into existing radial guardrail at south end. Replace 25' damaged GR-2


101

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Maintenance Division District: 1/6/2014 Date: Commonwealth of Virginia -- Department of Transportation

Salem

Page 1 of 9 Montgomery Co. Schedule: PM-2R-14 State Project Number: PM2R-060-F14, P401; 0081-060-F14, P401

Route: Subdivision: Lane: Traf Grp:

Milepost From:

Milepost To:

16.864 MM 121.7

20.21 0.02 MI. S. MM 125 N

XVII From Intersection: 14.17 Miles: JB:NCL CHRISTIANSBURG

14.23 Miles: I-81N Dist/Coll at mp118; Ramp Intersection:END COLLECTOR ROAD - RTS 460/PARKWAY DR & 11 From X/Y Coordinates: From Offset: 2.694 MI

To X/Y Coordinates: To Offset: 5.98 MI To Intersection:

Quantity UOM Lbs/SqYd Gal/SqYd Dep(in) Wid(ft) Len(mi) Detail Item Code & Description 10065 - AGGR. MATL. NO. 1 FOR PATCH @ APPROX. MM

124.86 - VARIABLE DEPTH 0.04 8 123.9 TON

10065 - AGGR. MATL. NO. 1 No. 1s IN THE BOTTOM OF PATCHES

0.9 13 10 3775.2 TON

10700 - RUMBLE STRIP, ASPHALT RUMBLE STRIPS-RIGHT & LEFT

17667 LF

10701 - LIQ.ASPH.COATING (RUMBLE STRIP) LIQ. ASPH. COATING FOR RUMBLES-BOTH SIDES

2945 SY

13232 - GEOTEXTILE DRAINAGE FABRIC 10253 SY 13315 - GUARDRAIL TERMINAL GR-11 11 EA 13320 - GUARDRAIL GR-2 9725 LF 13345 - ALTERNATE BREAKAWAY CABLE TERMINAL(GR-9)

7 EA

13349 - GUARDRAIL TERMINAL SITE PREPARATION 11 EA

13355 - GUARDRAIL GR-10 25 LF 13401 - NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE)

230 EA

13401 - NS GUARDRAIL REUSE EXISTING GR-9 TERMINAL

4 EA

16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B RIGHT SHOULDER STONE 2.6 2 1.5 251.68 TON

16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B LEFT SHOULDER STONE 2.2 1 1.5 106.48 TON

16325 - NS ASPHALT CONCRETE SM-19.0D

RIGHT LANE & RUMBLES INLAY

3.35 14 3 330 4534.5 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D RIGHT SHOULDER OVERLAY 3.346 8 1.5 1295.57 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D SPOT PAVING-LEFT SHOULDER ADJACENT TO PATCHES

1.08 4 1.5 209.09 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D ASPHALT FOR UNDER GUARDRAIL

533 TON

16370 - ASPHALT CONCRETE TY. IM-19.0D RIGHT SHOULDER INLAY - MM123 TO MM124.6

1.61 8 2 831.19 TON

16370 - ASPHALT CONCRETE TY. IM-19.0D LEFT LANE & LEFT SHOULDER INLAY

3.346 16 3 330 5182.28 TON

16392 - ASPHALT CONCRETE TY. BM-25.0D BASE PATCHING 0.9 13 12.5 1375 4719 TON

PCN: M214PMR105047

37.16776, -80.31428

37.19537, -80.26982

UPC: 105047 81 (R-VA IS00081NB)


102

of 9 Montgomery Co. Schedule: PM-2R-14 State Project Number: PM2R-060-F14, P401; 0081-060-F14, P401

16392 - ASPHALT CONCRETE TY. BM-25.0D BASE PATCHING @ APPROX. MM 124.86 TO MM 124.9

0.04 8 12.5 1375 129.07 TON

16403 - STONE MATRIX ASPH SMA-12.5(76-22) LEFT SHOULDER OVERLAY 3.346 4 1.5 647.79 TON 16403 - STONE MATRIX ASPH SMA-12.5(76-22) MAINLINE OVERLAY 3.346 24 1.5 165 3886.71 TON 16516 - FLX.PAV.TIE-IN PLANING 0"-2" TIE-IN MILL 0.1 24 1.5 1408 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" SPOT MILLING-LEFT

SHOULDER ADJACENT TO PATCHES

1.08 4 1.5 2534.4 SY

16522 - FLEXIBLE PAVE.PLANING 0"-2" RIGHT SHOULDER MILLING - MM123 TO MM124.6

1.61 8 2 7556.27 SY

16523 - FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" LEFT LANE & LEFT SHOULDER

3.346 16 3 31407.79 SY

16523 - FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" RIGHT LANE & RIGHT RUMBLES

3.35 14 3 27481.81 SY

24430 - DEMO. OF PAVEMENT (FLEXIBLE) FOR PATCH @ APPROX. MM 124.86 TO MM 124.9

0.04 8 189 SY

24430 - DEMO. OF PAVEMENT (FLEXIBLE) 22" DEEP PATCHES - APPROX 10" ASPHALT, 12" STONE

0.9 13 6859 SY

24504 - NS REMOVE EXISTING GUARDRAIL TERMINAL GR-11

5 EA


5 EA

24601 - NS REMOVE EXIST. GUARDRAIL GUARDRAIL REMOVAL

7625 LF

24601 - NS REMOVE EXIST. GUARDRAIL TERMINAL GR-6

87.5 LF

24611 - NS RESET EXIST. GUARDRAIL GR-2

8037.5 LF

24640 - NS RECONSTRUCT EXIST. SHOULDER RESTORATION

9100 LF

54022 - TY. A PAVEMENT LINE MARKING 6" TEMPORARY LINE MARKINGS 50015 LF

54076 - TY.B CL.VI PAVE. LINE MARK. 6" - White EDGELINE & SKIPS 27786 LF 54076 - TY.B CL.VI PAVE. LINE MARK. 6" - Yellow EDGELINE 22229 LF

54210 - REMOVE EXIST. RAISED PAVEMENT MARKER

278 EA

54217 - SNOW PLOW. RAISED PAVE. MARKER ASPH.CONC

278 EA

54550 - CONSTR.PAVE.MARK.(TY.F,CL.I)4" TEMPORARY LINE MARKINGS 12700 LF

595 - OUTLET PIPE OUTLET PIPE FOR UD-7 TO EW-12 CONNECTION

1310 LF

596 - ENDWALL EW-12 REQUIRED @ UD-7 OUTFALLS

89 EA

597 - UNDERDRAIN UD-7 UD-7s RIGHT SIDE ONLY. MAX LENGTH = 200'

17667 LF


103


Notes: Miscellaneous Notes The Milling and Overlay Detail

located elsewhere in this contract is to note the detail of milling and overlay.

Miscellaneous Notes The Guardrail Schedule located elsewhere in this contract is to note the locations for the installation and removal of guardrail items.

Rideablity Pay Factor is in effect for this item. The Patching Detail located elsewhere in this contract is to note the locations and details for the patching.

Rideablity Pay Factor is in effect for this item. All work must be completed between the hours of: REFER TO TMP FOR

SPECIFIC ALLOWABLE WORK HOURS


104


Route: Subdivision: Lane: Traf Grp:

Milepost From:

Milepost To:

15.98 N. END RTE. 641 BRIDGE

16.864 MM 121.7 N

XVII From Intersection: 12.12 Miles: I-81N Dist/Coll at mp118; Ramp Intersection:BEGIN COLLECTOR RD - RT 460/PARKWAY DRIVE & RT

14.17 Miles: JB:NCL CHRISTIANSBURG

From X/Y Coordinates: From Offset: 3.86 MI

To X/Y Coordinates: To Offset: 2.694 MI To Intersection:

Quantity UOM Lbs/SqYd Gal/SqYd Dep(in) Wid(ft) Len(mi) Detail Item Code & Description 10065 - AGGR. MATL. NO. 1 No. 1s IN THE BOTTOM OF

PATCHES 0.05 13 10 209.73 TON

10700 - RUMBLE STRIP, ASPHALT RUMBLE STRIPS-RIGHT & LEFT

9335 LF

10701 - LIQ.ASPH.COATING (RUMBLE STRIP) LIQ. ASPH. COATING FOR RUMBLES-BOTH SIDES

1556 SY

13232 - GEOTEXTILE DRAINAGE FABRIC 442 SY 13315 - GUARDRAIL TERMINAL GR-11 2 EA 13320 - GUARDRAIL GR-2 1340 LF 13349 - GUARDRAIL TERMINAL SITE PREPARATION 1 EA

13355 - GUARDRAIL GR-10 25 LF 13401 - NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE)

4 EA


1 EA

16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B LEFT SHOULDER STONE 0.7 1 1.5 33.88 TON

16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B RIGHT SHOULDER STONE 0.2 2 1.5 19.36 TON

16325 - NS ASPHALT CONCRETE SM-19.0D

RIGHT LANE AND RIGHT RUMBLES INLAY

0.88 14 3 330 1198 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D SPOT PAVING-LEFT SHOULDER ADJACENT TO PATCHES

0.06 4 1.5 11.62 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D RIGHT SHOULDER OVERLAY 0.884 8 1.5 342.28 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D ASPHALT FOR UNDER GUARDRAIL

79 TON

16370 - ASPHALT CONCRETE TY. IM-19.0D LEFT LANE & LEFT SHOULDER INLAY

0.884 16 3 330 1369.14 TON

16392 - ASPHALT CONCRETE TY. BM-25.0D BASE PATCHING 0.05 13 12.5 1375 262.17 TON 16403 - STONE MATRIX ASPH SMA-12.5(76-22) LEFT SHOULDER OVERLAY 0.884 4 1.5 171.14 TON 16403 - STONE MATRIX ASPH SMA-12.5(76-22) MAINLINE OVERLAY 0.884 24 1.5 165 1026.85 TON 16516 - FLX.PAV.TIE-IN PLANING 0"-2" TIE-IN MILL 0.03 24 1.5 422.4 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" SPOT MILLING-LEFT

SHOULDER ADJACENT TO PATCHES

0.06 4 1.5 140.8 SY

16523 - FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" LEFT LANE & LEFT SHOULDER

0.884 16 3 8297.81 SY

16523 - FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" RIGHT LANE & RIGHT RUMBLES

0.884 14 3 7260.59 SY

PCN: M214PMR105301

37.15767, -80.32353

37.16776, -80.31428

UPC: 105301 81 (R-VA IS00081NB)


105


24430 - DEMO. OF PAVEMENT (FLEXIBLE) 22" DEEP PATCHES - APPROX 10" ASPHALT, 12" STONE

0.05 13 378 SY

24504 - NS REMOVE EXISTING ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9)

1 EA


1 EA


1340 LF


850 LF


1340 LF

54022 - TY. A PAVEMENT LINE MARKING 6" TEMPORARY LINE MARKINGS 10502 LF

54076 - TY.B CL.VI PAVE. LINE MARK. 6" - White EDGELINE & SKIPS 5834 LF 54076 - TY.B CL.VI PAVE. LINE MARK. 6" - Yellow EDGELINE 4668 LF

54210 - REMOVE EXIST. RAISED PAVEMENT MARKER

58 EA

54217 - SNOW PLOW. RAISED PAVE. MARKER ASPH.CONC

58 EA

54550 - CONSTR.PAVE.MARK.(TY.F,CL.I)4" TEMPORARY LINE MARKINGS 2000 LF

595 - OUTLET PIPE OUTLET PIPE FOR UD-7 TO EW-12 CONNECTION

720 LF

596 - ENDWALL EW-12 REQUIRED @ UD-7 OUTFALLS

24 EA

597 - UNDERDRAIN UD-7 UD-7s RIGHT SIDE ONLY. MAX LENGTH = 200'

4667 LF

Notes: Miscellaneous Notes The Patching Detail located

elsewhere in this contract is to note the locations and details for the patching.

Miscellaneous Notes The Guardrail Schedule located elsewhere in this contract is to note the locations for the installation and removal of guardrail items.

Miscellaneous Notes The Milling and Overlay Detail located elsewhere in this contract is to note the detail of milling and overlay.

Rideablity Pay Factor is in effect for this item. All work must be completed between the hours of: REFER TO TMP FOR

SPECIFIC ALLOWABLE WORK HOURS


106


Schedule Totals Item UOM Quantity 10065 - AGGR. MATL. NO. 1 4108.83 TON 10700 - RUMBLE STRIP, ASPHALT 27002 LF 10701 - LIQ.ASPH.COATING (RUMBLE STRIP) 4501 SY 13232 - GEOTEXTILE DRAINAGE FABRIC 10695 SY 13315 - GUARDRAIL TERMINAL GR-11 13 EA 13320 - GUARDRAIL GR-2 11065 LF 13345 - ALTERNATE BREAKAWAY CABLE TERMINAL(GR-9) 7 EA 13349 - GUARDRAIL TERMINAL SITE PREPARATION 12 EA 13355 - GUARDRAIL GR-10 50 LF 13401 - NS GUARDRAIL OFFSET BLOCK (WOOD OR COMPOSITE)

234 EA


5 EA

16242 - AGR.BASE MAT.TY.I OR II NO. 21A OR21B 411.4 TON 16325 - NS ASPHALT CONCRETE SM-19.0D

5732.5 TON

16340 - ASPHALT CONCRETE TY. SM-9.5D 2470.56 TON 16370 - ASPHALT CONCRETE TY. IM-19.0D 7382.61 TON 16392 - ASPHALT CONCRETE TY. BM-25.0D 5110.24 TON 16403 - STONE MATRIX ASPH SMA-12.5(76-22) 5732.49 TON 16516 - FLX.PAV.TIE-IN PLANING 0"-2" 1830.4 SY 16522 - FLEXIBLE PAVE.PLANING 0"-2" 10231.47 SY 16523 - FLEXIBLE PAVEMENT PLANING ABOVE 2"-4" 74448 SY 24265 - NS MAINTENANCE OF TRAFFIC WRECKER - 40 TON TOWER TRUCK (120 HOURS)

1 LS

24430 - DEMO. OF PAVEMENT (FLEXIBLE) 7426 SY 24504 - NS REMOVE EXISTING ALTERNATE BREAKAWAY CABLE TERMINAL (GR-9)

1 EA


6 EA


5 EA


8965 LF

24601 - NS REMOVE EXIST. GUARDRAIL TERMINAL GR-6

87.5 LF


8887.5 LF


10440 LF

54022 - TY. A PAVEMENT LINE MARKING 6" 60517 LF 54076 - TY.B CL.VI PAVE. LINE MARK. 6" - White 33620 LF 54076 - TY.B CL.VI PAVE. LINE MARK. 6" - Yellow 26897 LF 54210 - REMOVE EXIST. RAISED PAVEMENT MARKER 336 EA 54217 - SNOW PLOW. RAISED PAVE. MARKER ASPH.CONC 336 EA 54550 - CONSTR.PAVE.MARK.(TY.F,CL.I)4" 14700 LF


107


595 - OUTLET PIPE 2030 LF 596 - ENDWALL EW-12 113 EA 597 - UNDERDRAIN UD-7 22334 LF

Schedule Notes


108


All temporary or permanent line markings shall be placed at the end of each workday accordingly. Where the 1.5” overlay of the right shoulder is called for, the pavement drop-off at the face of guardrail shall not be located any closer than 2’-0” in front of the face of guardrail. The drop-off shall be limited to a range of 1½” in height with a 4:1 or flatter wedge to minimize the effect of the drop-off on a vehicle. Any drop-off that should happen to fall within 2’-0” of the face of guardrail shall be corrected by the Contractor with a method suitable to the VDOT engineer and shall be at no additional cost to the Department. The " PHASE 1: Inside Shoulder Patching for Maintenance of Traffic" located elsewhere in this contract is to note the details for the spot patching in left side shoulder on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. The "Patching Detail" located elsewhere in this contract is to note the locations and details for the patching on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. If excavation is used in lieu of milling for pavement demolition of the asphalt layers, the asphalt shall be sawcut around the perimeter of the excavation and the price for sawcutting shall be included in the price for pavement demolition (24430 – Demolition of Pavement). The bottom of the patches shall be graded as shown in the "Patching Detail" to properly drain to UD-7s. The cost for grading shall be included in the base bid line item for "24430 – Demolition of Pavement". After placement of the No. 1 Aggregate (10065 – AGGR. MATL. NO. 1), a method of compaction consisting of at least three passes with a steel drum vibratory roller weighing no less than 10 tons shall be used. The Milling and Overlay Detail located elsewhere in this contract is to note the detail of milling and overlay on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. Intermediate layer shall be placed (over/through the patches) as soon as possible following completion of the patching. Base Asphalt (BM-25.0) shall be subject to traffic for no more than 14 calendar days. UD-7s are required on the right side only and shall be placed outside of the rumble strips approximately 2 feet from the right edge line. Outlets shall be supplied approximately every 200 feet and in all sag locations. When excavating for the UD-7 adjacent to the base patches, the UD-7 and backfill shall be placed immediately in a continuous operation as to not impact the integrity of the base patches. The Guardrail Schedule located elsewhere in this contract is to note the locations for the installation and removal of guardrail items on I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. Detour signs on northbound Route 11/eastbound Route 460 will be left in place after construction is complete and will become property of the Department. All remaining detour signs will be removed with the project.


109

of 9 Schedule: PM-2R-14 State Project Number: PM2R-060-F14, P401; 0081-060-F14, P401

The construction sequence for I-81 NB county Milepost 15.98 to 20.21 in Montgomery Co. shall be as follows unless approved otherwise by the Engineer: Phase 1: Spot patching in left side shoulder adjacent to outside lane patches Phase 2: Full depth patching in outside lane Phase 3: Mill outside lane and place back SM-19.0D asphalt Phase 4: Install underdrains Phase 5: Mill outside shoulder from MM 123 to MM 124.6 and place back IM-19.0D asphalt Phase 6: Mill inside lane and place back IM-19.0D asphalt Phase 7: Install and replace guardrail Phase 8: Place asphalt surface course and permanent pavement markings Phase 9: Install rumble strips


110


111

(c211hg0-1209) POLISHING AGGREGATE IN ASPHALT CONCRETE - Section 211—Asphalt Concrete of the Specifications is amended as follows:

Section 211.02—Materials is amended by replacing (e) with the following:

Fine or coarse aggregate that tend to polish under traffic will not be permitted in any final surface exposed to traffic except as permitted within the limits of Section 211.04(a) and (b) of the Specifications and as designated by the Engineer or as permitted elsewhere in these Specifications.

Section 211.04—Asphalt Concrete Mixtures is amended by replacing (a) and (b) with the following:

Asphalt concrete mixtures shall conform to the requirements of Table II-14 and the following:

(a) Types SM-9.0A, SM-9.0D, SM-9.0E, SM-9.5A, SM-9.5D and SM-9.5E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement. NOTE: For all surface mixes, except where otherwise noted, no more than 5 percent of all aggregate retained on the No. 4 sieve and no more than 20 percent of the total aggregate may be polish susceptible. At the discretion of the Engineer, a SM-9.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

(b) Types SM-12.5A, SM-12.5D, SM-12.5E, IM-19.0A, IM-19.0D,

and IM-19.0E asphalt concrete shall consist of crushed stone, crushed slag, or crushed gravel and fine aggregate, slag or stone screenings or a combination thereof combined with asphalt cement. NOTE: At the discretion of the Engineer, an intermediate mix may be designated as either a SM-19.0A or SM-19.0D. For SM-12.5 and SM-19.0 surface mixes, no more than 5 percent of the aggregate retained on the No. 4 sieve may be polish susceptible. All material passing the No. 4 sieve may be polish susceptible. No more than 35 percent of the total aggregate composition (polish and non-polish susceptible) shall be passing the No. 8 sieve. At the discretion of the Engineer, a SM-12.5AL may be specified and polish susceptible aggregates may be used (without percentage limits).

10-7-09 (SPCN)


112

SECTION 108.02 LIMITATION OF OPERATIONS of the Specifications is amended to include the following: The Contractor may close a single lane on I-81 five days a week, Sunday to Thursday, between 10:00 PM and 6:00 AM the following morning. In the event that the allocated time limits are exceeded and the Contractor fails to restore all traffic for any lane a User Fee will be assessed. The User Fees for failure to restore all lanes to traffic by the designated time will be assessed at the rate of $1,400 per 15 minutes, and prorated for any portion thereof, and calculated in accordance with the following example. These fees will be deducted from the next monthly progress estimate. User Fee’s Calculation Example # 1: If Lane Closure remains in place until 7:40 AM, the resulting fee will be calculated as follows: 6:00 AM to 7:30 AM = (6 fifteen minute periods) x $1,400.00 = $8,400.00 7:30 AM to 7:40 AM = 10/15 minutes x $1,400.00 = $933.33 Total User Fee = $8,400.00 + $933.33 = $9,333.33 The Contractor may close one lane on I-81 from Sunday at 7:00 PM to Monday of the following week at 6:00 AM for 179 consecutive hours to perform full depth patching (Phase 2) operation. During this period, a full closure of the interstate will be allowed Sunday to Sunday of the following week daily, between 10:00 PM and 6:00 AM the following morning. These closures will only be allowed during one of the following weeks:

March 23 to March 31 April 6 to April 14 April 27 to May 5

During the full closure of the interstate, if the Contractor fails to restore one of the two lanes of traffic by 6:00 AM, a User Fee will be assessed. The User Fees for failure to restore at least one lane to traffic by the designated time will be assessed at the rate of $3800 per 15 minutes, and prorated for any portion thereof, and calculated in accordance with the following example. These fees will be deducted from the next monthly progress estimate. User Fee’s Calculation Example # 2: If both lane closures remain in place until 7:40 AM, the resulting fee will be calculated as follows: 6 to 7:30 AM = (6 fifteen minute periods) x $3,800.00 = $22,800.00 7:30 AM to 7:40 AM = 10/15 minutes x $3,800.00 = $2,533.33 Total User Fee = $22,800.00 + $2,533.33 = $25,333.33 In the event that the Contractor fails to restore traffic for the second lane within the 179 hours from First Sunday at 7:00 PM, a User Fee will be assessed at the rate of $1400 per 15 minutes, and prorated for any portion thereof, and calculated in accordance with Example #1. These fees will be deducted from the next monthly progress estimate.


113

If the full depth patching (Phase 2) is completed and both lanes of traffic are restored in less than 179 consecutive hours an incentive will be awarded to the contractor in the amount of $1400 per 15 minutes, and prorated for any portion thereof, and calculated in accordance with the following example. Incentive Calculation Example: If all full depth patches are completed and both lanes of traffic are open at 11:40 PM on Saturday, the resulting incentive will be calculated as follows: Saturday 11:45 PM to Monday 6:00 AM = (120 fifteen minute periods) x $1400.00 = $168,000.00 Saturday 11:40 PM to Saturday 11:45 PM = 5/15 minutes x $1400.00 = $466.67 Total Incentive = $168,000.00 + $466.67 = $168,466.67 The maximum possible incentive is $270,000.00. If rain, snow, natural disaster or other event beyond the control of the Contractor requires work on the full depth patches to cease prior to 6:00 AM on the second Monday, the Contractor will be allowed to restore both lanes and open to traffic. Personnel, equipment, material supply, and material production are all being considered to be within the control of the Contractor. The Contractor shall then provide a work plan for completing full depth patching (Phase 2) within the remainder of the 179 hours. The lane closures can then be resumed for the remainder of the 179 hours once the Engineer reviews and approves the Contractor’s plan. No incentive will be awarded in this scenario and the user fee for not restoring one lane of traffic at 6:00 AM of $3800 per 15 minutes will still apply. Once the 179 hours are exceeded, no further full closure of the interstate will be allowed and the general user fee of $1400 per 15 minute period will apply for hours outside of Sunday to Thursday between 10:00 PM and 6:00 AM the following morning. No lane closures are allowed on I-81 beginning on Thursday April 17, 2014 through Monday April 21, 2014 (Easter Holiday). No lane closures are allowed on I-81 on the weeks of Virginia Tech and Radford University Graduations, from Wednesday May 07, 2014 to Saturday May 17, 2014. No lane closures are allowed on I-81 beginning on Thursday May 22, 2014 through Tuesday May 27, 2014 (Memorial Day Holiday). No lane closures are allowed on I-81 from the Wednesday prior to, until the Monday after Virginia Tech and Radford Student move in dates. No lane closures are allowed on I-81 on Fridays of the weekend of any Virginia Tech Home Football Game and on Thursdays of weeks that Virginia Tech plays a home football game on Thursday night, unless otherwise approved by the Engineer. For the purpose of this provision restoration of traffic shall mean placing back an asphalt surface meeting the requirements of the specifications with less than a 2” drop off in the open lane with center line and edge line pavement markings, the opening of the lane to traffic, the removal or relocation of work zone traffic control devices and signs to their approved site as determined by the Engineer, and removal of all workers, materials and equipment from the opened lane of traffic. The fees are imposed, not as a penalty, but in order to minimize the impact of lane closures and construction operations on roadway users. The fee amount is based on daily road user costs, which are defined as representing the average daily cost of interference and inconvenience to the road user. The Contractor waives any defense as to the validity of any fees stated in the Contract, the Contract Documents or these Specifications and assessed by the Department against the Contractor on the grounds that such fees are void as penalties or are not reasonably related to actual damages.


114

Any liquidated damages assessed in accordance with Section 108.06 of the Specifications will be in addition to any fees assessed as shown herein. 10-22-13 (SPCN) SMA SCHEDULE WORK DATES (Salem District Only) — Section 105.01—Notice To Proceed of the Specifications is amended to include the following:

The Notice to Proceed date for this contract shall be as specified elsewhere in this contract; however, SMA shall only be placed between June 1, 2014 and October 1, 2014 or June 1, 2015 and June 30, 2015.

9-1-11a (SPCN) Pavement Marking and Markers: The Special Provision for Temporary Construction and Permanent Pavement Marking (S704M03) and the Supplemental Specification Section 704 – Pavement Marking and Markers (SS70401) are hereby deleted from Volume 2 and the Special Provision for Section 704 – Pavement Marking and Markers is added to Volume 1 of the proposal. 1-8-14 (SPCN) VIRGINIA TEST METHOD, VTM-102: Whenever testing by Virginia Test Method VTM-102 is referenced in Section 211 – Asphalt Concrete and the Special Provisions for Reclaimed Asphalt Shingles, the latest version, modified December 13, 2013, shall be the test method used. This version is currently available on the Department’s website at: http://www.virginiadot.org/business/resources/Materials/bu-mat-VTMs.pdf 1-6-14 (SPCN)