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F

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Bending Rd

Bending Rd

Burg

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E M

ountain St

Stack Rd

Sandy Rid

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Hou

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Rd

Macy Grove Rd

S R

egio

nal Rd

Lonnie Ct

Macy Gro

ve R

d

Maverick R

d

Lakedale R

d

Adkins RdStaples Rd

Roy C

lift Rd

Tyner Loop

McCloud Rd

Tyner Loop

Tyner Rd

Lakedale CirL

akedale Cir

Boylsto

n R

d

Nation

al Service Ro

ad

Boylston Rd

Quailm

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Piedmont Tria

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Rose Haven Rd

Thorndike Rd

Quailm

eado

w Ln

S R

egio

nal Rd

Adkins R

d

Albert Pick Rd

S R

egio

nal R

d

Joe Dr

Yeoman L

n

Lebanon Rd

Partridge Rd

Sweetmeadow Rd

W Market S

t

N R

egio

nal R

d

Lebanon R

d

Pleasant Ridge R

d

W Market St

W Market St

W Market St

S B

unker

Hill Rd

Lebanon R

d

W Market S

t

S B

unker

Hill R

d

Norcross Rd

Endicott Rd

S B

unker

Hill R

d

W Market St

S Bunker H

ill Rd

Lakedale R

d

National Service Road

S R

egional Rd

McCloud Rd

Adkins R

d

Boylston Rd

Pegg R

d

National Service Road

Gallim

ore Dairy Rd

Sandy

Ridge R

d

S B

unker

Hill Rd

Sandy Rid

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d

N R

egio

nal Rd

Sandy Ridge R

d

Bull Rd

Cude R

d Edgefield R

d

N R

egional R

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Marsh

all S

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d

Cude R

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Din

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Quail Creek Dr

Cross P

ond Dr

Caffey Dr

Egars W

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Caindale Dr

Cude R

d

Pratt R

d

Cro

use R

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El Toro Dr

Crosscre

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Ira Dr

W Marke

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Kidd Rd

Sherfield Rd

Pratt R

d

Old Greensboro

Rd

Marshall S

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Seacrest Dr

Barnsw

allo

w R

d

Cherry Blossom Dr

Mas

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N Bun

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Pleasa

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Crosscreek R

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Beeson R

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N Bu

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Rd

Beeson R

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Crosscreek R

d

Pleasa

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N B

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d

Pleasant Ridge Rd

W M

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Pleasa

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d

N R

egio

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Pleasant Ridge R

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Quail Creek Dr

Quail Creek Dr

Dover C

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SHEETS

TOTALSTATE PROJECT NO.

NO.

SHEET

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F.A. PROJ. NO.

2016CPT.07.18.10411

1$40

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GUI

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2016 GUILFORD COUNTY

the detour.

of six (6) days prior to installation of

The Engineer shall contact Fed-Ex a minimum

to installation of the detour.

336-747-7800, a minimum of 48 hours prior

Division Construction Engineer, Division 9,

The Engineer shall notify Keith Raulston,

the detour.

a minimum of one week prior to installing

The Contractor shall notify the Engineer

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STATE PROJECT NO.NO.

SHEET

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SHEETS

TOTAL

PAVEMENT SCHEDULE

EXISTING PAVEMENT.

C1

C2

DETAIL B

V1 V2 4�" MILLING

U1 U2 EXISTING SHOULDER.

ADETAIL

SEE

D4’24’D 10’D

C2

U1U2

V4

V3

EXISTING CONCRETE

2016CPT.07.18.10411

V4STRIPS

MILLED RUMBLE

V4

V5 V5

D

224 LBS. PER SQ. YD.

COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF

PROP. APPROX. 2" ASPHALT CONCRETE SURFACE

TO BE USED ON MAPS: 1, 2

AVERAGE RATE OF 513 LBS. PER SQ. YD. IN ONE LIFT

INTERMEDIATE COURSE, TYPE I19.0B, AT AN

PROP. APPROX. 4�" ASPHALT CONCRETE INTERMEDIATE

UBWC (APPROX.�")

FINE MILL EXISTING

MAP 1: STA. 0+00 TO STA. 58+60

MAP 2: STA. 20+00 TO STA. 80+92

224 LBS. PER SQ. YD.

COURSE TYPE S9.5D, AT AN AVERAGE RATE OF

PROP. APPROX. 2" ASPHALT CONCRETE SURFACE

PAVEMENT

2" FINE MILL EXISTING

V5 Y PAVEMENT INTERLAYER1�" MILLING

C3

C3168 LBS. PER SQ. YD.

COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE

C1

C3

C1

Y

BDETAIL

SEE

T

T SHOULDER RECONSTRUCTION

Y

V4C1

Y

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V1

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U2

U1

U1

U2

ADETAIL

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V4

V5V5 C3

C1

C3

C1

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BDETAIL

SEE

TT T V1

TYPICAL SECTION 1

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SEE

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C2

U1 U2

V4

EXISTING CONCRETE

V4

V5V5

C1

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BDETAIL

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TT V3

TYPICAL SECTION 2TO BE USED ON MAPS: 1, 2

MAP 1: STA. 58+60 TO STA. 95+25

MAP 2: STA. 0+00 TO STA. 20+00

C1

ADETAIL

SEE

D4’24’D 10’D

C2

U1U2

V4

EXISTING CONCRETE

V4

V5 V5

C1C1

Y

BDETAIL

SEE

T V3 T

U2U2

U2 U2

STATE PROJECT NO.NO.

SHEET

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27-J

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SHEETSTOTAL

2016CPT.07.18.10411

D

D

V2

D

4’-12’

LOCATIONS AS DIRECTED BY THE ENGINEER.

FILL WITH INTERMEDIATE COURSE, TYPE I19.0B AT

MILL EXISTING ASPHALT PAVEMENT 4�" IN DEPTH AND

TO BE USED IN CONJUCTION WITH MAPS 1 AND 2

4�"

INTERMEDIATE COURSE, TYPE I19.0B = 100 TONS

MAP 2: 4�" MILLING = 390 SYD

INTERMEDIATE COURSE, TYPE I19.0B = 100 TONS

MAP 1: 4�" MILLING = 390 SYD

PATCHING DETAIL 1

and when Repairing Concrete Pavement."Partial and Full Depth Repair Manual" when Replacing Slabs

Refer to the North Carolina Department of Transportation

A1

U EXISTING PAVEMENT

PAVEMENT SCHEDULE

#57 STONEJ1

FAILURE

FULL SAW CUTFULL SAW CUT

DETAIL OF SAW CUTS

*

*

DETAIL OF CONCRETE PAVEMENT REPAIR

* DIMENSIONS ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED

CONCRETE PAVEMENT

EXISTING

EXISTING CONCRETE PAVEMENT

1’-0" MIN.1’-0" MIN.

VARIABLE LENGTH PATCH UP TO ENTIRE CONCRETE SLAB

12"

18" MIN. OVERLAP18" MIN. OVERLAP

UN

DE

RC

UT

A1A1UU

U U

U

4"

*

*

FABRIC FOR SOIL STABILIZATION FABRIC FOR SOIL STABILIZATION

#57 STONE

VERY HIGH-EARLY CONCRETE

J1

SELECT MATERIAL CLASS IV

SHALL COMPLETELY ENCAPSULATE

FABRIC FOR SOIL STABILIZATION

AS DIRECTED BY THE ENGINEER

SELECT MATERIAL CLASS IV

UNDERCUT AND BACKFILL WITH

CLASS IV AS DIRECTED BY THE ENGINEER

UNDERCUT AND BACKFILL WITH SELECT MATERIAL

** UNDERCUT REQUIRED IN AREAS AS DIRECTED BY THE ENGINEER

VARIABLE LENGTH PATCH UP TO ENTIRE CONCRETE SLAB

9"

9"

9" VERY HIGH-EARLY CONCRETE

DETAIL FOR REPAIR OF CONCRETE PAVEMENT

PAVEMENT SCHEDULE

EXISTING PAVEMENT.

C1

C2

V1 V2 4�" MILLING

U1 U2 EXISTING SHOULDER.

V3 V4STRIPS

MILLED RUMBLE

D

224 LBS. PER SQ. YD.

COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF

PROP. APPROX. 2" ASPHALT CONCRETE SURFACE

AVERAGE RATE OF 513 LBS. PER SQ. YD. IN ONE LIFT

INTERMEDIATE COURSE, TYPE I19.0B, AT AN

PROP. APPROX. 4�" ASPHALT CONCRETE INTERMEDIATE

UBWC (APPROX.�")

FINE MILL EXISTING

224 LBS. PER SQ. YD.

COURSE TYPE S9.5D, AT AN AVERAGE RATE OF

PROP. APPROX. 2" ASPHALT CONCRETE SURFACE

PAVEMENT

2" FINE MILL EXISTING

V5 Y PAVEMENT INTERLAYER1�" MILLING

C3168 LBS. PER SQ. YD.

COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF

PROP. APPROX. 1�" ASPHALT CONCRETE SURFACE

T SHOULDER RECONSTRUCTION

SHEET NO.PROJECT REFERENCE NO.

T.SPELL 7-19-11

ASPHALT OVERLAY

a

a

s:usr/details/stand/shoulderwedgedetail.dgn

ASPHALT OVERLAY

SHOULDER

EXISTING UNIMPROVED

a

a

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

SHOULDER WEDGE

SHOULDER WEDGE DETAIL

EXISTING PAVEMENT

DETAILS

SHOULDER WEDGE

- SHOULDER WEDGE ANGLE = 30°

10/16/12

3) THE SHOULDER WEDGE DEVICE MAY BE DISENGAGED AT PAVED DRIVEWAYS AND SIDE STREETS.

2) BACKFILL SHOULDER WITH APPROVED MATERIAL.

1) DETAIL DOES NOT APPLY TO OGAFC AND ULTRA-THIN BONDED WEARING COURSE.

NOTES:

ASPHALT OVERLAY

aSHOULDER WEDGE

EXISTING PAVEMENT

a

SHOULDER W/ RUTTING

EXISTING UNIMPROVED

DROP OFF

RUT

SHOULDER WEDGE DETAIL

Rutted Shoulder)

(Resurfacing Adjacent to

CHECKED BY:

FILE SPEC.:

DATE:

DATE:

FAX 919-250-4119Office 919-707-6950

DATE:ORIGINAL BY:

MODIFIED BY:

CONTRACT STANDARDSAND DEVELOPMENT UNIT

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DD271374

EXISTING PAVEMENT

(Resurfacing Projects w/ Widening)

_> 2" Paved Shoulder having no dropoffs)

(Resurfacing Projects w/ NO Widening Or Existing

REV. DIV 7 5/6/2016

PROPOSED WIDENING

APPROVED BY ENGINEER

MATERIAL AS

APPROVED BACKFILL

RECONSTRUCTION

SHOULDER

APPROVED BY ENGINEER

MATERIAL AS

APPROVED BACKFILL

APPROVED BY ENGINEER

MATERIAL AS

APPROVED BACKFILL

2017CPT.07.10.20411

User:r

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SHEET NO.PROJ. REFERENCE NO.

LEGEND

SIGN (CMS)CHANGEABLE MESSAGE

STATIONARY SIGN

FLOWDIRECTION OF TRAFFIC

TRAFFIC DRUM

4200’ +/- 1000’ +/- LIMITSCONSTRUCTION

SHOULDER

SHOULDER

1000’ +/- LIMITSCONSTRUCTION

SHOULDER

SHOULDER

DIVIDED MEDIAN - 46’ OR GREATER WIDTH

BEGIN

48’’ X 48’’

ROAD

WORKSP-11299

48’’ X 48’’

W20-1

CHANGEABLE MESSAGESIGN

RIGHT

LANE

CLOSED

NO. 1

MESSAGE

MERGE

LEFT

NO. 2

MESSAGE

2 MILES TO PROJECT LIMITS

W7-3aP

36’’ X 30’’

NEXT

XX MILES

BEGIN

48’’ X 48’’

ROAD

WORKSP-11299

W7-3aP36’’ X 30’’

NEXT

XX MILES

CHANGEABLE MESSAGESIGN

LEFT

LANE

CLOSED

NO. 1

MESSAGE

MERGE

RIGHT

NO. 2

MESSAGE

2 MILES TO PROJECT LIMITS

CHANGEABLE MESSAGESIGN

ROAD

WORK

NO. 1

MESSAGE

2 MILES

AHEAD

NO. 2

MESSAGE

MESSAGE

INACTIVE WORK ZONE

MESSAGE

ACTIVE WORK ZONE

CHANGEABLE MESSAGESIGN

ROAD

WORK

NO. 1

MESSAGE

BEGINS

2 MILES

AHEAD

NO. 2

MESSAGE

MESSAGE

INACTIVE WORK ZONE

MESSAGE

ACTIVE WORK ZONE

DIVIDED MEDIANS WITH WIDTHS 46’ OR GREATER

60 MPH�»

HIGH SPEED FACILITIES

WARNING SIGNS FOR

RESURFACING ADVANCE

ROAD

WORK

AHEAD

BARRIER

MEDIAN

CONCRETE

DIVIDED MEDIANS WITH WIDTHS LESS THAN 46’ OR WITH PERMANENT MEDIAN BARRIER

NOTES:

48’’ X 24’’

END

ROAD WORK G20-2 A

48’’ X 24’’

END

ROAD WORK G20-2 A

TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.

OF 46’ OR GREATER. THESE PORTABLE SIGNS ARE INCIDENTAL TO THE OTHER ITEMS OF WORK INCLUDED IN THE

DOUBLE INDICATED ON MULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER AND WITH DIVIDED MEDIANS

"UNEVEN LANES" W8-11, "GROOVED PAVEMENT" W8-15 w/MOTORCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE

DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE, BUT NOT LIMITED TO "ROUGH ROAD" W8-8,

6) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS SHALL BE USED TO WARN

"END ROAD WORK" (G20-2a) AT THE END OF EXIT RAMPS WITHIN THE WORK ZONE.

5) INSTALL "ROAD WORK AHEAD"(W20-1) ALONG ENTRANCE RAMPS 500’ PRIOR TO RAMP TERMINAL, AND

STANDARD SPECIFICATIONS AS EXTRA WORK.

4) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER SECTION 104 OF THE NCDOT

3) FOR MEDIAN WIDTHS LESS THAN 46’ (MEASURED EDGELINE TO EDGELINE) USE THE BOTTOM DRAWING.

MANUFACTURER’S RECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCDOT APPROVED.

PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAY SUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW

2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MORE WOOD OR U-CHANNEL SUPPORTS.

1) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 6’ AS MEASURED FROM THE EDGE OF PAVEMENT.

__________2016CPT.07.18.10411 WK NIGHT

RE

VISIO

NS

SHEET NO.

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Shields Rd

Macy Gro

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Industrial Park Dr.

Kernersville Medical P

kwy

S B

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W Market St

S B

unker

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S B

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B

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WB WK END12016CPT.07.18.10411

OF I-40 BUSINESS

PLACE A TMA IN EACH LANE

the detour.

of six (6) days prior to installation of

The Engineer shall contact Fed-Ex a minimum

to installation of the detour.

336-747-7800, a minimum of 48 hours prior

Division Construction Engineer, Division 9,

The Engineer shall notify Keith Raulston,

the detour.

a minimum of one week prior to installing

The Contractor shall notify the Engineer

2041

2042

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2601

2042

1005

2042

2045

2602

1008

18462007

1863

1977

19912007

(66

150

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NA

D 83/

200

300’ LANE TAPER 450’

SEE BELOW

2065’ 780’ 1560’ 780’ 1560’ 1000’ 1240’ 260’ 2700’ 1 MILE +/-

EXIT

E5-1

48’’ X 42’’

M4-10

L

R11-2

48’’ x 30’’

RO

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48" x 18"

TY

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BA

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CA

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48’’ x 48’’ x 48"

48’’ X 48’’

W9-2 L

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LEFT

LAN

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W4-1R

48’’ X 48’’

W4-2

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48’’ X 48’’

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48’’ X 48’’

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48’’ X 48’’

48’’ X 48’’

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48’’ X 48’’

CLO

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W20-5b

RIG

HT

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NES

MESSAGE NO. 1 MESSAGE NO. 2

CHANGEABLE MESSAGE

SIGN

RIGHT

THREE

LANES

CLOSED

NEXT

4 MILES

I-40 BUS/US 421

I-40 WB

I-40 EB

I-40 BUS/US 421 ROAD CLOSED

RD. BASED ON RDY STD 1101.02 SHEET 9ENTRANCE RAMP DETAIL AT SANDY RIDGE

I-40 WB

I-40 EB

TAPER

780’ (TYP)

BASED ON RDY STD 1101.02 SHEET 10EXIT RAMP DETAIL AT SANDY RIDGE RD.

LANE CLOSURE DETAIL BASED ON RDY STD 1101.02 SHEET 8

I-40 EB

I-40 WB

I-40 EB

I-40 WB

SHEET NO.PROJECT REFERENCE NO.

27-J

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SANDY RIDGE RDFROM

SANDY RIDGE RDTO

SANDY RIDGE RDTO

SANDY RIDGE RDFROM

WB WK END22016CPT.07.18.10411

TO SCALEDRAWING NOT

MESSAGE NO. 1 MESSAGE NO. 2

CHANGEABLE MESSAGE

SIGN

SHEET NO.PROJECT REFERENCE NO.

27-J

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MESSAGE NO. 1 MESSAGE NO. 2

CHANGEABLE MESSAGE

SIGN

M4-10L

R11-2

48’’ x 30’’

ROAD

CLOSED

DETOUR 48" x 18"

TYPE III BARRICADE

US 421

I-40 BUS

TO

EXIT

NEXT

M6-2

40M1-2

36" x 36"

36" x 21"

M4-8

36’’ X 18’’

M3-4

36" X 18’’

BUSINESS

M6-2

36" x 21"

M4-8

36’’ X 18’’

DETOURDETOUR

WEST

36" x 36"M1-4421

M3-4

36" X 18’’

NORTH

40M1-2

24" x 24"

M4-8

24’’ X 12’’

M3-4

BUSINESS

M4-8

24’’ X 12’’

DETOURDETOUR

WEST

30" x 24"M1-4421

24’’ X 12’’

M3-4

24’’ X 12’’

NORTH

21’’ X 15’’ 21’’ X 15’’

M6-1 M6-1

40M1-2

24" x 24"

M4-8

24’’ X 12’’

M3-4

BUSINESS

M4-8

24’’ X 12’’

DETOURDETOUR

WEST

30" x 24"M1-4421

24’’ X 12’’

M3-4

24’’ X 12’’

NORTH

21" x 15"

M6-3

21" x 15"

M6-3

SIGNS

A

CLOSED

I-40

WB BUS

DETOUR

I-40 BUS

USE

B C

D

E F

2016CPT.07.18.10411

END

M4-8 A

24’’ X 18’’

INTERSTATE

M1-1 M1-4

42140

G

DETOUR

BUSINESS

PROJECT

COUNTY

MAP

ROUTE

DESCR

IPTION

TYP

LANES

LANE TY

PE

FINAL

 SURF

ACE TESTING 

REQUIRED

WAR

M M

IX ASPHAL

T RE

QUIRED

LENGTH

WIDTH

 REP

AIR OF JOINTED CONCR

ETE 

PAVE

MEN

T SLAB

 

 #57

 STO

NE 

 SHAL

LOW UNDER

CUT 

 CLA

SS IV

 SUBG

RADE 

STAB

ILIZAT

ION 

 GEO

TEXT

ILE FO

R PA

VEMEN

T STAB

ILIZAT

ION 

 SHOULD

ER RECONSTRU

CTION 

 MILLING ASPHAL

T PA

VEMEN

T, 

1½" DEP

TH 

 MILLING ASPHAL

T PA

VEMEN

T, 

2"DEP

TH 

 INCIDEN

TAL MILLING 

 ASPHAL

T CO

NC SU

RFAC

E CO

URS

E, 

TYPE

 S9.5B

 

NO NO NO MI FT SYD TON CY TON SY SMI SY SY SY TONS1 2 MD NO NO 1.11 24 80 24 27 72 160 2.22 9,117 635 1,5142 2 NO NO 0.23 24 5,127 154

SKIP BRIDGE OVER I‐40 (#616) 2 MD NO NO 0.07 24FROM BRIDGE OVER I‐40 TO I‐40 2 2 MD NO NO 0.366 24 8,159 244

1.776 80 24 27 72 160 2.22 9,117 13,286 635 1,912

2 2 MD NO NO 0.379 24 720 216 240 648 1,440 8,449 2531 2 NO NO 1.154 24 2.31 9,478 635 1,574

1.533 720 216 240 648 1,440 2.31 9,478 8,449 635 1,8273.309 800 240 267 720 1,600 4.53 18,595 21,735 1,270 3,739

3.309 800 240 267 720 1,600 4.53 18,595 21,735 1,270 3,739

PROJECT

COUNTY

MAP

ROUTE

DESCR

IPTION

TYP

LANES

LANE TY

PE

FINAL

 SURF

ACE TESTING 

REQUIRED

WAR

M M

IX ASPHAL

T RE

QUIRED

LENGTH

WIDTH

 SURF

ACE CO

URS

E, S9.5D

 

 ASPHAL

T BINDER

 FOR PLAN

T MIX 

 POLYMER

 MODIFIED ASPHAL

T BINDER

 FOR PLAN

T MIX 

 4 1/2" PA

TCHING EXISTING 

PAVE

MEN

T 

 PAT

CHING CONCR

ETE 

PAVE

MEN

T SPAL

LS 

 MILLED RUMBLE STRIPS

  

 FINE MILLING ASPHAL

T PA

VEMEN

T, 5/8" (UBW

C) 

 PVT

 INTERLAY

ER 

 SEA

LING EX PV

T CR

ACKS

 (POLYMER

 PAT

CH) 

 PORT

ABLE LIGHTING 

NO NO NO MI FT TON TONS TONS TONS SF LF SY SY LB LS

1 2 MD NO NO 1.11 24 2,054 91 117 100 200 11,720 15,629 15,629 5,700 12 2 NO NO 0.23 24 426 9 24 2,430 3,238

SKIP BRIDGE OVER I‐40 (#616) 2 MD NO NO 0.07 24FROM BRIDGE OVER I‐40 TO I‐40 2 2 MD NO NO 0.366 24 677 15 39 3,865 5,153

1.776 3,157 115 180 100 200 18,015 15,629 24,020 5,700 12 2 MD NO NO 0.379 24 701 15 40 100 270 4,000 5,336 11,0001 2 NO NO 1.154 24 2,136 94 122 12,186 16,248 16,248

1.533 2,837 109 162 100 270 16,186 16,248 21,584 11,0003.309 5,994 224 342 200 470 34,201 31,877 45,604 16,700 1

3.309 5,994 224 342 200 470 34,201 31,877 45,604 16,700 1

TOTAL NO. 

SHEET NO. 

2016CPT.07.18.10411PROJECT NO.

GRAND TOTAL

I‐40 BUS./US 421 EASTBOUND

FROM JOINT JUST EAST OF FORSYTH/GUILFORD COUNTY LINE TO BRIDGE OVER I‐40

TOTAL FOR MAP NO. 1

S U M M A R Y    O F    Q U A N T I T I E S

2016CPT.07.18.10411 Guilford 1

2016CPT.07.18.10411 Guilford

2Guilford2016CPT.07.18.10411

1

2016CPT.07.18.10411 I‐40 BUS/US 421 WESTBOUNDFROM I‐40 TO JOINT JUST WEST OF GUILFORD/FORSYTH COUNTY LINE

TOTAL FOR MAP NO. 2TOTAL FOR PROJ NO. 2016CPT.07.18.10411

Guilford 2

GRAND TOTAL

I‐40 BUS./US 421 EASTBOUND

I‐40 BUS/US 421 WESTBOUNDFROM I‐40 TO JOINT JUST WEST OF GUILFORD/FORSYTH COUNTY LINE

FROM JOINT JUST EAST OF FORSYTH/GUILFORD COUNTY LINE TO BRIDGE OVER I‐40

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2TOTAL FOR PROJ NO. 2016CPT.07.18.10411

PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE TYPE

LENGTH

WIDTH

WORK

 ZONE SIGNS (STA

TIONAR

Y)

TEMPO

RARY

 TRA

FFIC CONTR

OL

6" X 90 M W

HITE TH

ERMO

6" X 90 M YELLO

W THER

MO

6" X 120

 M W

HITE TH

ERMO

6" W

HITE PA

INT

6" YELLO

W PAINT

SNOWPLOWAB

LE PAV

EMEN

T MAR

KERS

 CRY

STAL

/RED

NO NO NO SF LS LF LF LF LF LF EA

2016CPT.07.18.10411 Guilford 1 I‐40 BUS./US 421 EASTBOUND

FROM JOINT JUST EAST OF FORSYTH/GUILFORD COUNTY LINE 

TO BRIDGE OVER I‐40 1 2 MD 1.11 24 72 1 9,525 9,525 2,400 11,925 9,525 113" " 2 0.23 24" " SKIP BRIDGE OVER I‐40 (#616) 2 MD 0.07 24" " FROM BRIDGE OVER I‐40 TO I‐40 1 2 MD 0.366 24

1.776 72 1 9,525 9,525 2,400 11,925 9,525 113

2016CPT.07.18.10411 Guilford 2 I‐40 BUS/US 421 WESTBOUNDFROM I‐40 TO JOINT JUST WEST OF GUILFORD/FORSYTH COUNTY LINE 1 2 MD 0.379 24 48 8,092 8,092 2,023 10,115 8,092 105

" " 2 1.154 241.533 48 8,092 8,092 2,023 10,115 8,092 1053.309 120 1 17,617 17,617 4,423 22,040 17,617 218

3.309 120 1 17,617 17,617 4,423 22,040 17,617 218

TOTAL NO.PROJECT NO.

2016CPT.07.18.10411

35,234GRAND TOTAL

39,657

39,657

T H E R M O P L A S T I C    A N D    P A I N T    Q U A N T I T I E S

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

35,234TOTAL FOR PROJ NO. 2016CPT.07.18.10411

SHEET NO.