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Rd.
FE
AR
RIV
ER
CAPE
RIGHT OF WAY DATE:
LETTING DATE:
STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION
NO.TOTALSHEETS
N.C.SHEET
1
Prepared in the Office of:
PROJECT ENGINEER
09/08/99
DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA
26-S
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Divisio
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Resurfacin
g\Interstate
Re
hab\2019
_I-
140
Resurfacin
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CU
RR
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T_I-
5760
A\I-
5760
A_I-
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Rdy
_tsh.d
gn
$$$$
US
ER
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ME$$$$
CO
NT
RA
CT:
DC00268
AR
TM
E
N
N
A
S
O H
DE
P
TOF TRA
SPO
RT
TIO
N
TA
TE
OF N RTC
A
RO
LIN
A
NEW HANOVER COUNTY
1
2
Whiskey
Creek
CS
XR
AIL
RO
AD
RAILROAD
CSX
RAILROAD
CSX
CS
X
RAIL
RO
AD
Railroad
CSX
Pages
Creek
RAIL
RO
AD
CS
X
Howe
Creek
Hewletts
Creek
Mott's Channel
Motts Creek
Everetts Creek
Pages Creek
Rd.
Sunny
Terminal
Point
Military
Ocean
CA
PE
FE
AR
RIV
ER
TOLL FERRY
FE
AR
CA
PE
RIV
ER
RIV
ER
FE
AR
CA
PE
Banks
Channel
Shinn
Creek
Waterw
ay
Waterway
Intracostal
Sound
Mid
dle
Sound
Atlantic Ocean
Masonboro
Sound
Silver Lake
Lake
Greenfield
Castle
Hayne
Rd.
Castle
Hay
ne
Rd.
Hayne
Rd.
Castle
Rd.
College
Rd.
S.
Colle
ge
FE
AR
RIV
ER
CAPE
NO
RT
HE
AST
Castle
Middle Sound
IslandEightFigure
Atlantic
Ocean
Atlantic
Ocean
Atlantic Ocean
CAPE
NO
RT
HE
AST
FEAR
RIV
ER
COUNTY HANOVER
NEW $40
$40
$40
%17
%17
$140
$140
$140
%117
%117
132
132
133
133
%421
Burney Jr. Fwy
John Jay
Burney Jr. Fwy
John Jay
Jr. Fwy.John Jay Burney
I-140 EBL
Jr. Fwy.John Jay Burney
I-140 WBL
Jr. Fwy.John Jay Burney
CONST.
MARY KIMMELPROJECT DESIGN TECHNICIAN
PROJECT DESIGN TECHNICIAN
5501 Barbados Blvd., Castle Hayne, NC 28429
PROJECT LENGTH
MAP NO. 2 - I-140 (WB) = 6.08 MI.
MAP NO. 1 - I-140 (EB) &
DIVISION OF HIGHWAYS
52038.3.2
I-5760A
2018 STANDARD SPECIFICATIONS
NOVEMBER 7, 2019
O'NEAL HILL
LYDIA McKEEL, PE
TOTAL LENGTH OF PROJECT = 6.08 MI.
$140
%17%17
TIP P
ROJE
CT: I-5760A
#122 & 123
Bridge
#120 & 121
Bridge
#118 & 119
Bridge
SR 1332Chair Rd.
SR 1331Rockhill Rd.
Blue C
lay R
d.
SR 131
8
N. C
olle
ge R
d.
Castle
Hayne
Rd.
#105 & 104
Bridge
Bridge
Dan Cameron
MILLED RUMBLE STRIPS & GUARDRAIL REPLACEMENTTYPE OF WORK: OPEN GRADED ASPHALT FRICTION COURSE (OGAFC),
Castle Hayne
Wrightsboro
Wilmington
EAST OF I-40 INTERCHANGE [MM 14.92 TO MM 21.00] & LOCATION: I-140 FROM US 421 (DAN CAMERON BRIDGE) TO 0.64 MILES
5 RAMPS
Whiskey
Creek
CS
XR
AIL
RO
AD
RAILROAD
CSX
RAILROAD
CSX
CS
X
RAIL
RO
AD
Railroad
CSX
Pages
Creek
RAIL
RO
AD
CS
X
Howe
Creek
Hewletts
Creek
Mott's Channel
Motts Creek
Everetts Creek
Pages Creek
LakeCarolina
Rd.
Sunny
Terminal
Point
Military
Ocean
CA
PE
FE
AR
RIV
ER
TOLL FERRY
FE
AR
CA
PE
RIV
ER
RIV
ER
FE
AR
CA
PE
Banks
Channel
Shinn
Creek
Intracostal
Waterw
ay
Waterway
Intracostal
Sound
Mid
dle
Sound
Greenville
Atlantic Ocean
Masonboro
Sound
Silver Lake
Lake
Greenfield
Castle
Hayne
Rd.
Castle
Hay
ne
Rd.
Hayne
Rd.
Castle
Hayne
Rd.
College
Rd.
S.
Colle
ge
FE
AR
RIV
ER
CAPE
NO
RT
HE
AST
Castle
Middle Sound
IslandEightFigure
Atlantic
Ocean
Atlantic
Ocean
Atlantic Ocean
CAPE
NO
RT
HE
AST
FEAR
RIV
ER
Atlantic Ocea
n
COUNTY HANOVER
NEW
RAIL
RO
AD
Castle
Hay
ne
Hayne
Rd.
Rd.
FE
AR
RIV
ER
CAPE
Castle
RE
VISIO
NS
SHEET NO.PROJECT REFERENCE NO.
26-S
EP-2019 11:5
5S:\
Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_tsh.d
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$$$$
US
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8/17/99
$40
$40
132
132
Burney Jr. Fwy
John Jay
Burney Jr. FwyJohn Jay
$140
N. C
olle
ge R
d.
SR 131
8
SR 1336
$140 %17
$140
%17
%17
%421
133
$40
$40
Wrightsboro
2I-5760A
3
4
5
67
$140
I-140 WBI-140 WB
I-140 EB
NEW HANOVER COUNTY - CONT.
Wilmington
Castle Hayne
132
%117
(OGAFC)
RECEIVING FRICTION COURSE
HIGH SPEED RAMPS
$40
98, 99 & 100
Bridge No.
$140
95, 96 & 97
Bridge No.
# 416A RAMP
ENTRANCE# 20B
EXIT RAMP
# 20EXIT RAMP
# 20 RAMP
ENTRANCE
I-40 WB
# 416B RAMP
ENTRANCE
I-140 EB
Map 6
Map 7
Between Maps 6 & 7Collector Distributor No Friction Course at
Between Maps 6 & 7Collector Distributor No Friction Course at
# 416B in Gore Area at Ramp EntranceAdd Friction Course
EXISTING PAVEMENT
U U
B
M0.5'
B
M0.5'
12'12'
B B
MM
0' - 37'
40'- 77'
4.5'3.5'32'- 69'
U
PROJECT REFERENCE NO.
3
SHEET NO.
RE
VISIO
NS
26-S
EP-2019 11:2
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Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_typ.d
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8/17/99
I-5760A
TYPICAL SECTION NO. 1
U
U
U
PSHEXISTING PSH
EXISTING12'
4'
TYPICAL SECTION NO. 2
EXISTING
M.E.M.E.
PAVEMENT
23' - 66'
4'
3.5'
PSHEXISTING
4'
3.5'
PSHEXISTING
U U
BB
EXISTING BASE
EXISTING SUBGRADE MATERIAL
RUMBLESTRIPS PRIOR TO PAVING.
WILL BE USED TO REMOVE EXISTING
PATCH EXISTING PAVEMENT S9.5B
MP 0.11 - MP 0.56
EXIT #20 - EB EXIT RAMP
MAP NO. 3
MILL PATCHING EXISTING RUMBLE STRIPS
AVOID EXISTING EDGE LINE
MILL 1.5" DEPTH
2'EXISTING PAVED SHOULDER
AND PATCH EXISTING PAVEMENT WITH SURFACE
MILL AND REMOVE EXISTING RUMBLE STRIPS
MP 0.34 - MP 0.83
EXIT #20 - WB ENTRANCE RAMP
MAP NO. 4
MP 0.00 - MP 0.75
EXIT #20B - WB EXIT RAMP
MAP NO. 6
MP 0.10 - MP 0.79
EXIT #416A - WB ENTRANCE RAMP
MAP NO. 7
MP 0.14 - MP 0.60
EXIT #416B - EB ENTRANCE RAMP
MAP NO. 5
COURSE S9.5B. MM 14.92 - MM 21.00
I-140 EB (JOHN JAY BURNEY JR. FWY.)
MAP NO. 1
MM 21.00 - MM 14.92
I-140 WB (JOHN JAY BURNEY JR. FWY.)
MAP NO. 2
PAVEMENT SCHEDULE
B TYPE FC-1 MODIFIED, AT AN AVERAGE RATE OF 90 LBS. PER SQ.YD.
PROP. APPROX. ƒ" OPEN-GRADED ASPHALT FRICTION COURSE,
MILLED RUMBLE STRIPM
EXISTING PAVEMENTU
OGAFC
OGAFC
B
B
and by reference hereby are considered a part of these plans:
2018 ROADWAY ENGLISH STANDARD DRAWINGS EFF. 01-16-2018 REV.
- N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this projectThe following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
1101.02 Temporary Lane Closures (Sheet 9 & 10 of 15)
DIVISION 8 - INCIDENTALS
862.02 Guardrail Installation
862.01 Guardrail Placement
DIVISION 6 - ASPHALT BASES AND PAVEMENTS
665.01 Asphalt Shoulders - Milled Rumble Strips
STD. NO. TITLE
U
B
M
DETAIL TYPICAL NO. 1SEE MILLED RUMBLE STRIP
RAMP
B
LANE
DECELERATION
AT EXIT AND ENTRANCE RAMPS
PAVING LIMITS FOR OPEN-GRADED FRICTION COURSE
U
U
B
UM
UM
TO KEY IN
MILL NOTCH
0.75"
+/- 50'
8/17/99
8/17/99
25-S
EP-2019 10:5
2S:\
Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_typ.d
gn
$$$$
US
ER
NA
ME$$$$
25-S
EP-2019 10:5
2S:\
Division
Resurfacing\Interstate
Rehab\2019_I-140
Resurfacing_
CU
RR
EN
T_I-5760
A\I-5760
A_I-140_
Rdy_typ.d
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$$$$
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SHEET NO.PROJECT REFERENCE NO. SHEET NO.PROJECT REFERENCE NO.
I-5760A 4
EACH WORK DAY.RESURFACED BY THE END OF ALL MILLED SURFACES MUST BE
NOTES:
MILL AT ALL TIE POINTS
(NOT BEING RESURFACED)
BRIDGES & GORE / RAMP AREAS
MILLNG
INCIDENTAL
(MAPS 3 - 7)
WITH HIGH SPEED RAMPS
OGAFC PAVING LIMIT - EXCEPT
BUTT JOINT MILLING DETAIL
SHEET NO.5
1330000000‐E 1577000000‐E 1662000000‐E 1840000000‐E 1880000000‐E 3060000000‐E 3150000000‐N 3210000000‐N 3287000000‐N 3389500000‐N 3420000000‐E 5255000000‐NLENGTH WIDTH INCIDENTAL
MILLING POLYMER MODIFIED ASPHALT
BINDER FOR PLANT MIX
OG ASP FRICT FC‐1
MILLED RUMBLE STRIPS
PATCHING EXISTING PAVEMENT S9.5B (MILL) GENERIC
STEEL BM GUARDRAIL, DOUBLE FACE
ADDITIONAL GUARDRAIL
POSTS
GUARDRAIL END
UNITS,TYPE CAT‐1
GUARDRAIL END UNITS, TYPE TL‐3
ADDITIONAL GUIDERAIL POSTS
REMOVE & REPLACE EXISTING
GUARDRAIL (GENERIC)
TRAFFIC CONTROL ITEM LANE CLOSURE (GENERIC)
TRAFFIC CONTROL ITEM RAMP
/ LOOP CLOSURE (GENERIC)
PORTABLE LIGHTING
MI FT SY TON TON LF TON LF EA EA EA EA LF EA EA LS
52038.3.2 NewHanover 1 I‐140 EB (JOHN J. BURNEY JR. FWY)
I‐140 FROM I‐140 (DAN CAMERON BRIDGE) TO I‐40 INTERCHANGE
[MM 14.92 ‐ MM 21.00] 1 2 MD NO NO 6.08 32 ‐ 69 3,183 400 6,558 63,596 1,225 50 14.00 2.00 11 6 650 186.08 3,183 400 6,558 63,596 1,225 50 14.00 2.00 11 6 650 18
52038.3.2 New Hanover 2 I‐140 WB (JOHN J. BURNEY JR. FWY)
I‐140 FROM I‐40 INTERCHANGE TO I‐140 (DAN CAMERON BRIDGE)
[MM 21.00 ‐ MM 14.92] 1 2 MD NO NO 6.08 32 ‐ 69 3,600 424 6,948 63,646 1,225 14.00 3.00 11 650 186.08 3,600 424 6,948 63,646 1,225 14.00 3.00 11 650 18
52038.3.2 New Hanover 3 EXIT 20 ‐ EB EXIT RAMP AT I‐140FROM I‐140 TO I‐40 [MP 0.11 ‐ MP 0.56] 2 1 NO NO 0.45 23 133 14 226 50 1 2 100 2 0.16
0.45 133 14 226 50 1 2 100 2 0.16
52038.3.2 New Hanover 4 EXIT 20 ‐ WB ENTRANCE RAMP AT I‐40FROM I‐140 TO I‐40 [MP 0.34 ‐ MP 0.83] 2 1 NO NO 0.49 23 267 17 276 1 75 2 0.18
0.49 267 17 276 1 75 2 0.18
52038.3.2 New Hanover 5 EXIT 416B ‐ EB ENTRANCE RAMP AT I‐140FROM I‐40 TO I‐140 [MP 0.14 ‐ MP 0.60] 2 1 NO NO 0.46 25 133 19 315 50 1 1 50 2 0.16
0.46 133 19 315 50 1 1 50 2 0.16
52038.3.2 New Hanover 6 EXIT 20B ‐ WB EXIT RAMP AT I‐140 FROM I‐140 TO I‐40 [MP 0.00 ‐ MP 0.75] 2 1 NO NO 0.75 23 267 50 820 2 0.26
0.75 267 50 820 2 0.26
52038.3.2 New Hanover 7 EXIT 416A ‐ WB ENTRANCE RAMP AT I‐140FROM I‐40 TO I‐140 [MP 0.10 ‐ MP 0.79] 2 1 NO NO 0.69 23 467 39 642 2 0.24
0.69 467 39 642 2 0.2415 8,050 963 15,785 127,342 2,452 50 28.00 5 26 6 1,525 36 10 1
15 8,050 963 15,785 127,342 2,452 50 28.00 5 26 6 1,525 36 10 1
I-5760A
GRAND TOTAL
S U M M A R Y O F Q U A N T I T I E S
PROJECT NO.
4600000000‐N
TOTAL FOR PROJ NO. 52038.3.2
TOTAL FOR MAP NO. 2
TOTAL FOR MAP NO. 3
TOTAL FOR MAP NO. 4
TOTAL FOR MAP NO. 5
TOTAL FOR MAP NO. 6
TOTAL FOR MAP NO. 7
LANES LANE TYPE
FINAL SURFACE TESTING REQUIRED
WARM MIX ASPHALT REQUIRED
TOTAL FOR MAP NO. 1
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO
SHEET NO.6
4400000000‐E 4420000000‐N 4423000000‐N 4480000000‐N 4510000000‐N 4700000000‐E 4725000000‐E 4875000000‐N 4905000000‐NLENGTH WIDTH WORK ZONE
SIGNS (STATIONARY)
PORT CHANG MSG SIGN
DIGITAL SPEED LIMIT
SIGNS
TMA LAW ENFORCEMENT
6" X 90 M WHITE THERMO
6" X90 M YELLOW THERMO
12" X 90 M WHITE THERMO
MERGE ARROW 90 M
REMOVAL OF PAVEMENT MARKING SYMBOLS & CHARACTERS
SNOW PLOWABLE MARKERS (C/R)
MI FT SF EA EA EA HR LF LF LF EA EA EA
52038.3.2 NewHanover 1 I‐140 EB (JOHN J. BURNEY JR. FWY)
I‐140 FROM I‐140 (DAN CAMERON BRIDGE) TO I‐40 INTERCHANGE
[MM 14.92 ‐ MM 21.00] 1 2 MD 6.08 32 ‐ 69 224 2 5 2 240 48,025 30,937 3,245 3 3 5816.08 224 2 5 2 240 48,025 30,937 3,245 3 3 581
52038.3.2 New Hanover 2 I‐140 WB (JOHN J. BURNEY JR. FWY)
I‐140 FROM I‐40 INTERCHANGE TO I‐140 (DAN CAMERON BRIDGE)
[MM 21.00 ‐ MM 14.92] 1 2 MD 6.08 32 ‐ 69 224 2 5 240 55,172 30,937 3,307 9 9 5806.08 224 2 5 240 55,172 30,937 3,307 9 9 580
52038.3.2 New Hanover 3 EXIT 20 ‐ EB EXIT RAMP AT I‐140FROM I‐140 TO I‐40 [MP 0.11 ‐ MP 0.56] 2 1 0.45 23 24 20 2,336 2,411 615 20
0.45 24 20 2,336 2,411 615 20
52038.3.2 New Hanover 4 EXIT 20 ‐ WB ENTRANCE RAMP AT I‐40FROM I‐140 TO I‐40 [MP 0.34 ‐ MP 0.83] 2 1 0.49 23 20 2,646 2,646
0.49 20 2,646 2,646
52038.3.2 New Hanover 5 EXIT 416B ‐ EB ENTRANCE RAMP AT I‐140FROM I‐40 TO I‐140 [MP 0.14 ‐ MP 0.60] 2 1 0.46 25 16 20 2,400 2,400
0.46 16 20 2,400 2,400
52038.3.2 New Hanover 6 EXIT 20B ‐ WB EXIT RAMP AT I‐140 FROM I‐140 TO I‐40 [MP 0.00 ‐ MP 0.75] 2 1 0.75 23 24 20 5,354 3,954 1,260 3 3 70
0.75 24 20 5,354 3,954 1,260 3 3 70
52038.3.2 New Hanover 7 EXIT 416A ‐ WB ENTRANCE RAMP AT I‐140FROM I‐40 TO I‐140 [MP 0.10 ‐ MP 0.79] 2 1 0.69 23 24 20 4,268 3,920 1,075 3 3 61
0.69 24 20 4,268 3,920 1,075 3 3 6115 536 4 10 2 580 120,201 77,205 9,502 18 18 1,312
15 536 4 10 2 580 120,201 77,205 9,502 18 18 1,312
PROJECT NO.I-5760A
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 S4688000000‐E
197,406TOTAL FOR PROJ NO. 52038.3.2
197,406GRAND TOTAL
TOTAL FOR MAP NO. 4
TOTAL FOR MAP NO. 5
TOTAL FOR MAP NO. 6
TOTAL FOR MAP NO. 7
LANES LANE TYPE
TOTAL FOR MAP NO. 1
TOTAL FOR MAP NO. 2
TOTAL FOR MAP NO. 3
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION TYP NO
