wisconsin department of transportation · 4/9/2019 · proposal #03: 1204-05-72, wisc 2019 212...
TRANSCRIPT
Wisconsin Department of Transportation
Version 02-2017 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4822 Madison Yards Way, 4th Floor South Madison, WI 53705 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
March 25, 2019
NOTICE TO ALL CONTRACTORS: Proposal #03: 1204-05-72, WISC 2019 212
Dodgeville – Mount Horeb USH 151 to E County Line USH 18 Iowa County
Letting of April 9, 2019 This is Addendum No. 01, which provides for the following: Schedule of Items:
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
460.2005 Incentive Density PWL HMA Pavement DOL 76,870 -3,140 73,640 460.2010 Incentive Air Voids HMA Pavement DOL 110,610 -3,230 107,380 460.6224 HMA Pavement 4 MT 58-28 S TON 110,623 -690 109,933
Plan Sheets:
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
8-9 Clarified paving and milling depths in the typical sections 12 Modified the specified bar length to 18-inches
13 Adjusted the tapered and notched longitudinal joint detail to show an additional inch of overpaving and milling.
54-56 Corrected the staging details to clarify that no cross slope correction would be required between STA 1027’EB’+93 and 1630’EB’+60 in the EB direction.
82-91 Updated the HMA tonnages and PWL quantities in the miscellaneous quantities to account for the other modifications discussed above.
Schedule of Items Attached, dated March 25, 2019, are the revised Schedule of Items Page 2. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 8, 9, 12, 13, 54-56, 82-91
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
END OF ADDENDUM
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PR
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ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
STAGE
1
WESTBOUND
909'WB'+59
-962'WB'+40
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
962'WB'+40
-1015'WB'+20
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1015'WB'+20
-1068'WB'+00
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1068'WB'+00
-1123'WB'+58
USH 18 OUTSIDE SHLDR
02,470
01.750
0173
238
0--
0238
0--
--
--
--
BINDER
1135'WB'+25
-1173'WB'+60
USH 18 OUTSIDE SHLDR
01,704
01.750
0119
164
0--
0164
0--
--
--
--
BINDER
1173'WB'+60
-1221'WB'+96
USH 18 OUTSIDE SHLDR
02,149
01.750
0150
207
0--
0207
0--
--
--
--
BINDER
1223'WB'+26
-1276'WB'+10
USH 18 OUTSIDE SHLDR
02,348
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1276'WB'+10
-1328'WB'+90
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1328'WB'+90
-1384'WB'+00
USH 18 OUTSIDE SHLDR
02,449
01.750
0171
236
0--
0236
0--
--
--
--
BINDER
1384'WB'+00
-1436'WB'+80
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1436'WB'+80
-1486'WB'+13
USH 18 OUTSIDE SHLDR
02,192
01.750
0153
211
0--
0211
0--
--
--
--
BINDER
1487'WB'+87
-1540'WB'+70
USH 18 OUTSIDE SHLDR
02,348
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1540'WB'+70
-1593'WB'+50
USH 18 OUTSIDE SHLDR
02,347
01.750
0164
226
0--
0226
0--
--
--
--
BINDER
1593'WB'+50
-1630'WB'+54
USH 18 OUTSIDE SHLDR
01,646
01.750
0115
158
0--
0158
0--
--
--
--
BINDER
WESTBOUND SUBTOTAL
031,388
2,197
3,021
00
03,021
00
00
0
STAGE
1SUBTOTAL
031,388
2,197
3,021
00
03,021
00
00
0
STAGE
2
WESTBOUND
909'WB'+59
-962'WB'+40
USH 18 INSIDE LANE & SHLDR
7,041
1,760
2.125
1.400
0616
959
--
80
823
959
5,281
--
--
--
--
VAR THICKNESS BINDER
962'WB'+40
-1015'WB'+20
USH 18 INSIDE LANE & SHLDR
7,040
1,760
2.125
1.400
0616
958
--
80
823
958
5,280
--
--
--
--
VAR THICKNESS BINDER
1015'WB'+20
-1068'WB'+00
USH 18 INSIDE LANE & SHLDR
7,040
1,760
2.125
1.400
0616
958
--
80
823
958
5,280
--
--
--
--
VAR THICKNESS BINDER
1068'WB'+00
-1123'WB'+28
USH 18 INSIDE LANE & SHLDR
7,371
1,843
2.125
1.400
0645
1,003
--
84
861
1,003
5,528
--
--
--
--
VAR THICKNESS BINDER
1135'WB'+25
-1173'WB'+60
USH 18 INSIDE LANE & SHLDR
5,113
1,278
2.125
1.400
0447
696
--
58
598
696
3,835
--
--
--
--
VAR THICKNESS BINDER
1173'WB'+60
-1221'WB'+96
USH 18 INSIDE LANE & SHLDR
6,448
1,612
2.125
1.400
0564
878
--
74
754
878
4,836
--
--
--
--
VAR THICKNESS BINDER
1223'WB'+26
-1276'WB'+10
USH 18 INSIDE LANE & SHLDR
7,045
1,761
2.125
1.400
0616
959
--
80
823
959
5,284
--
--
--
--
VAR THICKNESS BINDER
1276'WB'+10
-1328'WB'+90
USH 18 INSIDE LANE & SHLDR
7,040
1,760
2.125
1.400
0616
958
--
80
823
958
5,280
--
--
--
--
VAR THICKNESS BINDER
1328'WB'+90
-1384'WB'+00
USH 18 INSIDE LANE & SHLDR
7,347
1,837
2.125
1.400
0643
1,000
--
84
859
1,000
5,510
--
--
--
--
VAR THICKNESS BINDER
1384'WB'+00
-1436'WB'+80
USH 18 INSIDE LANE & SHLDR
7,040
1,760
2.125
1.400
0616
958
--
80
823
958
5,280
--
--
--
--
VAR THICKNESS BINDER
1436'WB'+80
-1481'WB'+95
USH 18 INSIDE LANE & SHLDR
6,020
1,505
2.125
1.400
0527
819
--
69
704
819
4,515
--
--
--
--
VAR THICKNESS BINDER
1481'WB'+95
-1486'WB'+13
USH 18 INSIDE LANE & SHLDR
557
279
2.125
4.750
059
138
--
665
138
418
--
--
--
--
TWO BINDER LAYERS
1487'WB'+87
-1493'WB'+63
USH 18 INSIDE LANE & SHLDR
768
384
2.125
4.750
081
190
--
990
190
576
--
--
--
--
TWO BINDER LAYERS
1493'WB'+63
-1540'WB'+70
USH 18 INSIDE LANE & SHLDR
6,276
1,569
2.125
1.400
0549
854
--
72
734
854
4,707
--
--
--
--
VAR THICKNESS BINDER
1540'WB'+70
-1593'WB'+50
USH 18 INSIDE LANE & SHLDR
7,040
1,760
2.125
1.400
0616
958
--
80
823
958
5,280
--
--
--
--
VAR THICKNESS BINDER
1593'WB'+50
-1630'WB'+54
USH 18 INSIDE LANE & SHLDR
4,939
1,235
2.125
1.400
0432
672
--
56
577
672
3,704
--
--
--
--
VAR THICKNESS BINDER
WESTBOUND SUBTOTAL
94,125
23,863
8,259
12,960
01,074
11,001
12,960
70,594
00
00
STAGE
2SUBTOTAL
94,125
23,863
8,259
12,960
01,074
11,001
12,960
70,594
00
00
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
82
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
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Est&
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0200
_mq.
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PLO
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ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
STAGE
3
WESTBOUND
909'WB'+59
-962'WB'+40
USH 18 OUTSIDE LANE & SHLDR
7,041
4,694
2.125
0.875
1.750
1,643
1,049
1,130
40
1,501
2,178
10,562
--
--
--
5,281
VAR THICK BINDER, SURFACE
962'WB'+40
-1015'WB'+20
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
2.125
0.875
1.750
1,643
1,049
1,129
40
1,500
2,178
10,560
--
--
--
5,280
VAR THICK BINDER, SURFACE
1015'WB'+20
-1068'WB'+00
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
2.125
0.875
1.750
1,643
1,049
1,129
40
1,500
2,178
10,560
--
--
--
5,280
VAR THICK BINDER, SURFACE
1068'WB'+00
-1123'WB'+58
USH 18 OUTSIDE LANE & SHLDR
7,411
4,940
2.125
0.875
1.750
1,729
1,104
1,189
43
1,579
2,293
11,116
--
--
--
5,558
VAR THICK BINDER, SURFACE
1135'WB'+25
-1173'WB'+60
USH 18 OUTSIDE LANE & SHLDR
5,113
3,409
2.125
0.875
1.750
1,193
762
820
29
1,090
1,582
7,670
--
--
--
3,835
VAR THICK BINDER, SURFACE
1173'WB'+60
-1221'WB'+96
USH 18 OUTSIDE LANE & SHLDR
6,448
4,299
2.125
0.875
1.750
1,505
960
1,034
37
1,374
1,995
9,672
--
--
--
4,836
VAR THICK BINDER, SURFACE
1223'WB'+26
-1276'WB'+10
USH 18 OUTSIDE LANE & SHLDR
7,045
4,697
2.125
0.875
1.750
1,644
1,049
1,130
41
1,502
2,180
10,568
--
--
--
5,284
VAR THICK BINDER, SURFACE
1276'WB'+10
-1328'WB'+90
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
2.125
0.875
1.750
1,643
1,049
1,129
40
1,500
2,178
10,560
--
--
--
5,280
VAR THICK BINDER, SURFACE
1328'WB'+90
-1384'WB'+00
USH 18 OUTSIDE LANE & SHLDR
7,347
4,898
2.125
0.875
1.750
1,714
1,094
1,179
42
1,566
2,273
11,020
--
--
--
5,510
VAR THICK BINDER, SURFACE
1384'WB'+00
-1436'WB'+80
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
2.125
0.875
1.750
1,643
1,049
1,129
40
1,500
2,178
10,560
--
--
--
5,280
VAR THICK BINDER, SURFACE
1436'WB'+80
-1486'WB'+13
USH 18 OUTSIDE LANE & SHLDR
6,577
4,385
2.125
0.875
1.750
1,535
980
1,055
38
1,402
2,035
9,866
--
--
--
4,933
VAR THICK BINDER, SURFACE
1487'WB'+87
-1540'WB'+70
USH 18 OUTSIDE LANE & SHLDR
7,044
4,696
2.125
0.875
1.750
1,644
1,049
1,130
41
1,501
2,179
10,566
--
--
--
5,283
VAR THICK BINDER, SURFACE
1540'WB'+70
-1593'WB'+50
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
2.125
0.875
1.750
1,643
1,049
1,129
40
1,500
2,178
10,560
--
--
--
5,280
VAR THICK BINDER, SURFACE
1593'WB'+50
-1630'WB'+54
USH 18 OUTSIDE LANE & SHLDR
4,939
3,292
2.125
0.875
1.750
1,152
736
792
28
1,053
1,528
7,408
--
--
--
3,704
VAR THICK BINDER, SURFACE
WESTBOUND SUBTOTAL
94,165
62,777
21,972
14,027
15,106
542
20,069
29,132
141,248
00
070,624
SIDEROADS
920'WB'+00
DRIVEWAY
019
00
1.750
1--
2--
02
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
1,303
00
01.750
95
--
125
--
0125
--
--
--
--
--
SURFACE
1101'WB'+85
-1114'WB'+14
USH 18/USH 151 ON RAMP
1,696
00
01.750
119
--
163
--
0163
--
--
--
--
--
SURFACE
1135'WB'+75
-1145'WB'+45
USH 18/USH 151 OFF RAMP
1,430
00
01.750
100
--
138
--
0138
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
620
00
01.750
43
--
60
--
060
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
679
00
01.750
48
--
65
--
065
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
517
00
01.750
36
--
50
--
050
--
--
--
--
--
SURFACE
1439'WB'+15
-1453'WB'+38
USH 18/USH 151 ON RAMP
2,364
00
01.750
166
--
228
--
0228
--
--
--
--
--
SURFACE
1466'WB'+45
-1473'WB'+06
USH 18/USH 151 OFF RAMP
1,513
00
01.750
106
--
146
--
0146
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
1,442
00
01.750
101
--
139
--
0139
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
552
00
01.750
39
--
53
--
053
--
--
--
--
--
SURFACE
1293'WB'+13
DRIVEWAY
016
00
1.750
1--
2--
02
--
--
--
--
--
SURFACE
RT TURN LANE & NORTH LEG
631
00
01.750
44
--
61
--
061
--
--
--
--
--
SURFACE
SIDEROAD SUBTOTAL
12,748
35
899
01,230
00
1,230
00
00
0
STAGE
3SUBTOTAL
106,913
62,812
22,871
14,027
16,336
542
20,069
30,363
00
070,624
E BRIGHAM RD
CTH Y
CTH HHH
PIKES PEAK RD
IHM HARRIS RD
CTH K
MOUNDS VIEW RD
83
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
STAGE
4
WESTBOUND
909'WB'+59
-962'WB'+40
USH 18 INSIDE LANE & SHLDR
7,041
1,760
00
1.750
616
0847
--
678
847
5,281
847
--
10,562
5,281
SURFACE
962'WB'+40
-1015'WB'+20
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.750
616
0847
--
678
847
5,280
847
--
10,560
5,280
SURFACE
1015'WB'+20
-1068'WB'+00
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.750
616
0847
--
678
847
5,280
847
--
10,560
5,280
SURFACE
1068'WB'+00
-1123'WB'+58
USH 18 INSIDE LANE & SHLDR
7,411
1,853
00
1.750
648
0892
--
713
892
5,558
892
--
11,116
5,558
SURFACE
1135'WB'+25
-1173'WB'+60
USH 18 INSIDE LANE & SHLDR
5,113
1,278
00
1.750
447
0615
--
492
615
3,835
615
--
7,670
3,835
SURFACE
1173'WB'+60
-1221'WB'+96
USH 18 INSIDE LANE & SHLDR
6,448
1,612
00
1.750
564
0776
--
621
776
4,836
776
--
9,672
4,836
SURFACE
1223'WB'+26
-1276'WB'+10
USH 18 INSIDE LANE & SHLDR
7,045
1,761
00
1.750
616
0848
--
678
848
5,284
848
--
10,568
5,284
SURFACE
1276'WB'+10
-1328'WB'+90
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.750
616
0847
--
678
847
5,280
847
--
10,560
5,280
SURFACE
1328'WB'+90
-1384'WB'+00
USH 18 INSIDE LANE & SHLDR
7,347
1,837
00
1.750
643
0884
--
707
884
5,510
884
--
11,020
5,510
SURFACE
1384'WB'+00
-1436'WB'+80
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.750
616
0847
--
678
847
5,280
847
--
10,560
5,280
SURFACE
1436'WB'+80
-1481'WB'+95
USH 18 INSIDE LANE & SHLDR
6,020
1,505
00
1.750
527
0724
--
579
724
4,515
724
--
9,030
4,515
SURFACE
1481'WB'+95
-1486'WB'+13
USH 18 INSIDE LANE & SHLDR
557
279
00
1.750
59
080
--
54
80
418
80
--
836
418
SURFACE
1487'WB'+87
-1493'WB'+63
USH 18 INSIDE LANE & SHLDR
768
384
00
1.750
81
0111
--
74
111
576
111
--
1,152
576
SURFACE
1493'WB'+63
-1540'WB'+70
USH 18 INSIDE LANE & SHLDR
6,276
1,569
00
1.750
549
0755
--
604
755
4,707
755
--
9,414
4,707
SURFACE
1540'WB'+70
-1593'WB'+50
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.750
616
0847
--
678
847
5,280
847
--
10,560
5,280
SURFACE
1593'WB'+50
-1630'WB'+54
USH 18 INSIDE LANE & SHLDR
4,939
1,235
00
1.750
432
0594
--
475
594
3,704
594
--
7,408
3,704
SURFACE
WESTBOUND SUBTOTAL
94,165
23,873
8,263
011,361
09,063
11,361
70,624
11,361
0141,248
70,624
SIDEROADS
LT TURN LN &
½ MEDIAN
881
00
01.750
62
085
--
085
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
295
00
01.750
21
028
--
028
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
656
00
01.750
46
063
--
063
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
248
00
01.750
17
024
--
024
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
50
00
01.750
40
5--
05
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
833
00
01.750
58
080
--
080
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
660
00
01.750
46
064
--
064
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
329
00
01.750
23
032
--
032
0--
--
--
--
SURFACE
LT TURN LN &
½ MEDIAN
298
00
01.750
21
029
--
029
0--
--
--
--
SURFACE
SIDEROAD SUBTOTAL
4,250
0298
0409
00
409
00
00
0
STAGE
4SUBTOTAL
98,415
23,873
8,560
011,770
9,063
11,770
70,624
11,361
0141,248
70,624
CTH Y
E BRIGHAM RD
THOMPSON RD
CTH T
CTH K
MOUNDS VIEW RD
CTH HHH
PIKES PEAK RD
IHM HARRIS RD
84
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
STAGE
6
EASTBOUND
909'EB'+59
-962'EB'+40
USH 18 OUTSIDE SHLDR
04,694
01.750
0329
452
0--
0452
0--
--
--
--
BINDER
962'EB'+40
-1017'EB'+61
USH 18 OUTSIDE SHLDR
04,908
01.750
0344
472
0--
0472
0--
--
--
--
BINDER
1017'EB'+61
-1027'EB'+93
USH 18 OUTSIDE SHLDR
0459
01.750
032
44
0--
044
0--
--
--
--
BINDER
1027'EB'+93
-1068'EB'+00
USH 18 OUTSIDE SHLDR
0890
01.750
062
86
0--
086
0--
--
--
--
BINDER
1068'EB'+00
-1124'EB'+09
USH 18 OUTSIDE SHLDR
01,246
01.750
087
120
0--
0120
0--
--
--
--
BINDER
1135'EB'+90
-1173'EB'+60
USH 18 OUTSIDE SHLDR
0838
01.750
059
81
0--
081
0--
--
--
--
BINDER
1173'EB'+60
-1222'EB'+45
USH 18 OUTSIDE SHLDR
01,086
01.750
076
104
0--
0104
0--
--
--
--
BINDER
1223'EB'+89
-1276'EB'+70
USH 18 OUTSIDE SHLDR
01,174
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1276'EB'+70
-1329'EB'+50
USH 18 OUTSIDE SHLDR
01,173
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1329'EB'+50
-1382'EB'+30
USH 18 OUTSIDE SHLDR
01,173
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1382'EB'+30
-1435'EB'+10
USH 18 OUTSIDE SHLDR
01,173
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1435'EB'+10
-1486'EB'+62
USH 18 OUTSIDE SHLDR
01,145
01.750
080
110
0--
0110
0--
--
--
--
BINDER
1488'EB'+76
-1541'EB'+60
USH 18 OUTSIDE SHLDR
01,174
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1541'EB'+60
-1594'EB'+40
USH 18 OUTSIDE SHLDR
01,173
01.750
082
113
0--
0113
0--
--
--
--
BINDER
1594'EB'+40
-1630'EB'+60
USH 18 OUTSIDE SHLDR
0804
01.750
056
77
0--
077
0--
--
--
--
BINDER
EASTBOUND SUBTOTAL
023,111
1,618
2,224
00
02,224
00
00
0
STAGE
6SUBTOTAL
023,111
1,618
2,224
00
2,224
00
00
0
STAGE
7
EASTBOUND
1017'EB'+61
-1027'EB'+93
USH 18 INSIDE LANE & SHLDR
1,376
344
2.125
1.400
0120
187
016
161
187
1,032
--
--
--
--
VAR THICKNESS BINDER
1027'EB'+93
-1068'EB'+00
USH 18 INSIDE LANE & SHLDR
5,343
1,336
1.750
1.400
0467
617
032
514
617
4,007
--
--
--
--
BINDER
1068'EB'+00
-1124'EB'+09
USH 18 INSIDE LANE & SHLDR
7,479
1,870
1.750
1.400
0654
864
045
720
864
5,609
--
--
--
--
BINDER
1135'EB'+90
-1173'EB'+60
USH 18 INSIDE LANE & SHLDR
5,027
1,257
1.750
1.400
0440
581
030
484
581
3,770
--
--
--
--
BINDER
1173'EB'+60
-1222'EB'+45
USH 18 INSIDE LANE & SHLDR
6,513
1,628
1.750
1.400
0570
752
039
627
752
4,885
--
--
--
--
BINDER
1223'EB'+89
-1276'EB'+70
USH 18 INSIDE LANE & SHLDR
7,041
1,760
1.750
1.400
0616
813
042
678
813
5,281
--
--
--
--
BINDER
1276'EB'+70
-1329'EB'+50
USH 18 INSIDE LANE & SHLDR
7,040
1,760
1.750
1.400
0616
813
042
678
813
5,280
--
--
--
--
BINDER
1329'EB'+50
-1382'EB'+30
USH 18 INSIDE LANE & SHLDR
7,040
1,760
1.750
1.400
0616
813
042
678
813
5,280
--
--
--
--
BINDER
1382'EB'+30
-1435'EB'+10
USH 18 INSIDE LANE & SHLDR
7,040
1,760
1.750
1.400
0616
813
042
678
813
5,280
--
--
--
--
BINDER
1435'EB'+10
-1486'EB'+62
USH 18 INSIDE LANE & SHLDR
6,869
1,717
1.750
1.400
0601
793
041
661
793
5,152
--
--
--
--
BINDER
1488'EB'+76
-1541'EB'+60
USH 18 INSIDE LANE & SHLDR
7,045
1,761
1.750
1.400
0616
814
042
678
814
5,284
--
--
--
--
BINDER
1541'EB'+60
-1594'EB'+40
USH 18 INSIDE LANE & SHLDR
7,040
1,760
1.750
1.400
0616
813
042
678
813
5,280
--
--
--
--
BINDER
1594'EB'+40
-1630'EB'+60
USH 18 INSIDE LANE & SHLDR
4,827
1,207
1.750
1.400
0422
557
029
465
557
3,620
--
--
--
--
BINDER
EASTBOUND SUBTOTAL
79,680
19,920
6,972
9,231
0484
7,698
9,231
59,760
00
00
STAGE
7SUBTOTAL
79,680
19,920
6,972
9,231
0484
7,698
9,231
59,760
00
00
85
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
STAGE
8
EASTBOUND
909'EB'+59
-962'EB'+40
USH 18 OUTSIDE LANE & SHLDR
7,041
00
01.750
493
0678
--
678
678
5,281
--
--
--
--
SURFACE
962'EB'+40
-1017'EB'+61
USH 18 OUTSIDE LANE & SHLDR
7,361
00
01.750
515
0709
--
709
709
5,521
--
--
--
--
SURFACE
1017'EB'+61
-1027'EB'+93
USH 18 OUTSIDE LANE & SHLDR
1,376
917
2.125
0.875
1.750
321
205
221
8293
426
2,064
--
--
--
1,032
VAR THICK BINDER, SURFACE
1027'EB'+93
-1068'EB'+00
USH 18 OUTSIDE LANE & SHLDR
5,343
3,562
1.750
0.875
1.750
1,247
686
857
31
1,028
1,543
8,014
--
--
--
4,007
BINDER & SURFACE
1068'EB'+00
-1124'EB'+09
USH 18 OUTSIDE LANE & SHLDR
7,479
4,986
1.750
0.875
1.750
1,745
960
1,200
43
1,440
2,159
11,218
--
--
--
5,609
BINDER & SURFACE
1135'EB'+90
-1173'EB'+60
USH 18 OUTSIDE LANE & SHLDR
5,027
3,351
1.750
0.875
1.750
1,173
645
806
29
968
1,451
7,540
--
--
--
3,770
BINDER & SURFACE
1173'EB'+60
-1222'EB'+45
USH 18 OUTSIDE LANE & SHLDR
6,513
4,342
1.750
0.875
1.750
1,520
836
1,045
37
1,254
1,881
9,770
--
--
--
4,885
BINDER & SURFACE
1223'EB'+89
-1276'EB'+70
USH 18 OUTSIDE LANE & SHLDR
7,041
4,694
1.750
0.875
1.750
1,643
904
1,130
40
1,355
2,033
10,562
--
--
--
5,281
BINDER & SURFACE
1276'EB'+70
-1329'EB'+50
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
1.750
0.875
1.750
1,643
903
1,129
40
1,355
2,033
10,560
--
--
--
5,280
BINDER & SURFACE
1329'EB'+50
-1382'EB'+30
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
1.750
0.875
1.750
1,643
903
1,129
40
1,355
2,033
10,560
--
--
--
5,280
BINDER & SURFACE
1382'EB'+30
-1435'EB'+10
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
1.750
0.875
1.750
1,643
903
1,129
40
1,355
2,033
10,560
--
--
--
5,280
BINDER & SURFACE
1435'EB'+10
-1486'EB'+62
USH 18 OUTSIDE LANE & SHLDR
6,869
4,580
1.750
0.875
1.750
1,603
882
1,102
40
1,322
1,984
10,304
--
--
--
5,152
BINDER & SURFACE
1488'EB'+76
-1541'EB'+60
USH 18 OUTSIDE LANE & SHLDR
7,045
4,697
1.750
0.875
1.750
1,644
904
1,130
41
1,356
2,034
10,568
--
--
--
5,284
BINDER & SURFACE
1541'EB'+60
-1594'EB'+40
USH 18 OUTSIDE LANE & SHLDR
7,040
4,693
1.750
0.875
1.750
1,643
903
1,129
40
1,355
2,033
10,560
--
--
--
5,280
BINDER & SURFACE
1594'EB'+40
-1630'EB'+60
USH 18 OUTSIDE LANE & SHLDR
4,827
3,218
1.750
0.875
1.750
1,126
619
774
28
929
1,394
7,240
--
--
--
3,620
BINDER & SURFACE
EASTBOUND SUBTOTAL
94,083
53,120
19,600
10,254
14,168
458
16,753
24,422
130,322
00
059,760
SIDEROADS
RT TURN LANE & SOUTH LEG
905
00
01.750
63
087
--
087
0--
--
--
--
SURFACE
1046'EB'+25
DRIVEWAY
020
00
1.750
10
2--
02
0--
--
--
--
SURFACE
1102'EB'+90
-1115'EB'+17
USH 18/USH 151 ON RAMP
1,806
00
01.750
126
174
--
0174
0--
--
--
--
SURFACE
1135'EB'+90
-1148'EB'+20
USH 18/USH 151 OFF RAMP
1,638
00
01.750
115
158
--
0158
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
415
00
01.750
29
040
--
040
0--
--
--
--
SURFACE
1288'EB'+58
DRIVEWAY
013
00
1.750
10
1--
01
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
693
00
01.750
49
067
--
067
0--
--
--
--
SURFACE
1323'EB'+37
DRIVEWAY
011
00
1.750
10
1--
01
0--
--
--
--
SURFACE
1357'EB'+67
DRIVEWAY
014
00
1.750
10
1--
01
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
380
00
01.750
27
037
--
037
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
680
00
01.750
48
065
--
065
0--
--
--
--
SURFACE
1405'EB'+00
DRIVEWAY
017
00
1.750
10
2--
02
0--
--
--
--
SURFACE
1426'EB'+43
DRIVEWAY
017
00
1.750
10
2--
02
0--
--
--
--
SURFACE
1441'EB'+90
-1448'EB'+44
USH 18/USH 151 ON RAMP
1,444
00
01.750
101
0139
--
0139
0--
--
--
--
SURFACE
1471'EB'+46
-1486'EB'+78
USH 18/USH 151 OFF RAMP
2,394
00
01.750
168
0230
--
0230
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
821
00
01.750
57
079
--
079
0--
--
--
--
SURFACE
1559'EB'+07
DRIVEWAY
025
00
1.750
20
2--
02
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
428
00
01.750
30
041
--
041
0--
--
--
--
SURFACE
RT TURN LANE & SOUTH LEG
610
00
01.750
43
059
--
059
0--
--
--
--
SURFACE
SIDEROAD SUBTOTAL
12,215
117
863
01,187
00
1,187
00
00
0
STAGE
8SUBTOTAL
106,298
53,237
20,463
10,254
15,355
458
16,753
25,609
130,322
00
059,760
CTH T
CTH K
MOUNDS VIEW RD
E BRIGHAM RD
CTH Y
CTH HHH
PIKES PEAK RD
THOMPSON RD
86
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
STAGE
9
EASTBOUND
909'EB'+59
-962'EB'+40
USH 18 INSIDE LANE & SHLDR
7,041
2,347
00
1.75
657
0904
--
678
904
5,281
--
--
10,562
5,281
SURFACE
962'EB'+40
-1017'EB'+61
USH 18 INSIDE LANE & SHLDR
7,361
2,454
00
1.75
687
0945
--
709
945
5,521
--
--
11,042
5,521
SURFACE
1017'EB'+61
-1027'EB'+93
USH 18 INSIDE LANE & SHLDR
1,376
344
00
1.75
120
0166
--
132
166
1,032
--
--
2,064
1,032
SURFACE
1027'EB'+93
-1068'EB'+00
USH 18 INSIDE LANE & SHLDR
5,343
1,336
00
1.75
467
0643
--
514
643
4,007
--
--
8,014
4,007
SURFACE
1068'EB'+00
-1124'EB'+09
USH 18 INSIDE LANE & SHLDR
7,479
1,870
00
1.75
654
0900
--
720
900
5,609
--
--
11,218
5,609
SURFACE
1135'EB'+90
-1173'EB'+60
USH 18 INSIDE LANE & SHLDR
5,027
1,257
00
1.75
440
0605
--
484
605
3,770
--
--
7,540
3,770
SURFACE
1173'EB'+60
-1222'EB'+45
USH 18 INSIDE LANE & SHLDR
6,513
1,628
00
1.75
570
0784
--
627
784
4,885
--
--
9,770
4,885
SURFACE
1223'EB'+89
-1276'EB'+70
USH 18 INSIDE LANE & SHLDR
7,041
1,760
00
1.75
616
0847
--
678
847
5,281
--
--
10,562
5,281
SURFACE
1276'EB'+70
-1329'EB'+50
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.75
616
0847
--
678
847
5,280
--
--
10,560
5,280
SURFACE
1329'EB'+50
-1382'EB'+30
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.75
616
0847
--
678
847
5,280
--
--
10,560
5,280
SURFACE
1382'EB'+30
-1435'EB'+10
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.75
616
0847
--
678
847
5,280
--
--
10,560
5,280
SURFACE
1435'EB'+10
-1486'EB'+62
USH 18 INSIDE LANE & SHLDR
6,869
1,717
00
1.75
601
0826
--
661
826
5,152
--
--
10,304
5,152
SURFACE
1488'EB'+76
-1541'EB'+60
USH 18 INSIDE LANE & SHLDR
7,045
1,761
00
1.75
616
0848
--
678
848
5,284
--
--
10,568
5,284
SURFACE
1541'EB'+60
-1594'EB'+40
USH 18 INSIDE LANE & SHLDR
7,040
1,760
00
1.75
616
0847
--
678
847
5,280
--
--
10,560
5,280
SURFACE
1594'EB'+40
-1630'EB'+60
USH 18 INSIDE LANE & SHLDR
4,827
1,207
00
1.75
422
0581
--
465
581
3,620
--
--
7,240
3,620
SURFACE
EASTBOUND SUBTOTAL
94,083
24,721
8,316
011,435
09,055
11,435
70,562
00
141,124
70,562
MAINTENANCE CROSSOVERS
918'EB'+87
-920'EB'+21
MAINTENANCE CROSSOVER
191
00
01.75
13
018
--
018
0--
--
--
0SURFACE
950'EB'+50
-951'EB'+00
MAINTENANCE CROSSOVER
114
00
01.75
80
11
--
011
0--
--
--
0SURFACE
967'EB'+51
-967'EB'+95
MAINTENANCE CROSSOVER
120
00
01.75
80
12
--
012
0--
--
--
0SURFACE
1045'EB'+96
-1046'EB'+48
MAINTENANCE CROSSOVER
206
00
01.75
14
020
--
020
0--
--
--
0SURFACE
1056'EB'+62
-1058'EB'+01
MAINTENANCE CROSSOVER
197
00
01.75
14
019
--
019
0--
--
--
0SURFACE
1072'EB'+71
-1074'EB'+14
MAINTENANCE CROSSOVER
197
00
01.75
14
019
--
019
0--
--
--
0SURFACE
1083'EB'+35
-1084'EB'+74
MAINTENANCE CROSSOVER
203
00
01.75
14
020
--
020
0--
--
--
0SURFACE
1283'EB'+41
-1284'EB'+74
MAINTENANCE CROSSOVER
213
00
01.75
15
020
--
020
0--
--
--
0SURFACE
1288'WB'+12
-1289'WB'+45
MAINTENANCE CROSSOVER
183
00
01.75
13
018
--
018
0--
--
--
0SURFACE
1292'EB'+24
-1293'EB'+57
MAINTENANCE CROSSOVER
203
00
01.75
14
020
--
020
0--
--
--
0SURFACE
1322'WB'+75
-1324'WB'+18
MAINTENANCE CROSSOVER
218
00
01.75
15
021
--
021
0--
--
--
0SURFACE
1338'EB'+13
-1339'EB'+73
MAINTENANCE CROSSOVER
208
00
01.75
15
020
--
020
0--
--
--
0SURFACE
1357'WB'+26
-1358'WB'+60
MAINTENANCE CROSSOVER
200
00
01.75
14
019
--
019
0--
--
--
0SURFACE
1404'WB'+45
-1406'WB'+05
MAINTENANCE CROSSOVER
216
00
01.75
15
021
--
021
0--
--
--
0SURFACE
1410'WB'+31
-1411'WB'+11
MAINTENANCE CROSSOVER
166
00
01.75
12
016
--
016
0--
--
--
0SURFACE
1474'WB'+21
-1475'WB'+67
MAINTENANCE CROSSOVER
173
00
01.75
12
017
--
017
0--
--
--
0SURFACE
1498'WB'+81
-1499'WB'+52
MAINTENANCE CROSSOVER
165
00
01.75
12
016
--
016
0--
--
--
0SURFACE
1525'WB'+13
-1525'WB'+84
MAINTENANCE CROSSOVER
169
00
01.75
12
016
-0
16
0-
--
--
0SURFACE
1558'WB'+67
-1560'WB'+06
MAINTENANCE CROSSOVER
188
00
01.75
13
018
--
018
0--
--
--
0SURFACE
1580'WB'+80
-1581'WB'+55
MAINTENANCE CROSSOVER
169
00
01.75
12
016
--
016
0--
--
--
0SURFACE
CROSSOVERS SUBTOTAL
3,697
259
0356
00
356
00
00
0
87
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
460.0105.S
460.0110.S
VOLUMETRICS
DENSITY
TO
EACH
EACH
WESTBOUND
909'WB'+59
-1630'WB'+54
12
EASTBOUND
909'EB'+59
-1630'EB'+60
13
25
HMA
PAVEMENT
PWL,
TEST
STRIP
STATION
STATION
ITEM
TOTALS
603.8000
603.8125
603.8505
CONCETE BARRIER
CONCETE BARRIER
ANCHORING CONCRETE
TEMPORARY PRECAST
TEMPORARY PRECAST
BARRIER ON
DELIVERED
INSTALLED
BRIDGE DECK
STAGE
LOCATION
STATION
LF
LF
LF
3USH 18 - WESTBOUND
1484+25 - 1491+38 'WB'
713
713
174
4USH 18 - WESTBOUND
---
713
--
TOTAL
713
1,426
174
CONCRETE
BARRIER
ITEMS
614.0905
CRASH
BACK
OBJECT
CRASH
CRASH
CUSHIONS
WIDTH
MARKING
TEST
TRAFFIC
TRAFFIC
CUSHIONS
TEMPORARY
FT
PATTERN
LEVEL
DIRECTION
LOCATION
SHIELDS
STAGE
LOCATION
STATION
EACH
3USH 18 - WESTBOUND
1491+38 'WB'
14
OM-3R (W05-58R)
TL-3
UNIDERECTIONAL
LTEMPOARY BARRIER WALL ON CENTER LINE TO
PROTECT BRIDGE AND WINGWALL REPAIRS
4USH 18 - WESTBOUND
1491+38 'WB'
14
OM-3R (W05-58R)
TL-3
UNIDERECTIONAL
RTEMPOARY BARRIER WALL ON CENTER LINE TO
PROTECT BRIDGE AND WINGWALL REPAIRS
TOTAL
2
CRASH
CUSHIONS
455.0605
ELIGIBLE LF
450.4000
465.0120
465.0400
SPV.0090.02
INCENTIVE
INCENTIVE
INCENTIVE
HMA
ASPHALTIC
ASPHALTIC
REMOVING HMA
UPPER
DENSITY
AIR VOIDS
HMA PAVEMENT
COLD
SURFACE
SHOULDER
PAVEMENT NOTCHED
LAN
ESH
LDR
LANE
SHLDR
LAYER
TACK
PWL HMA
HMA
LONGITIDUNAL
WEATHER
DRIVEWAYS
RUMBLE
WEDGE LONIGITUDINAL
AREA
AREA
ML
ML
DEPTH
COAT
(BINDER)
(SURFACE)
(WEDGE)
PAVEMENT
PAVEMENT
JOINT
PAVING
STRIPS
JOINT MILLING
PAVING
TO
LOCATION
SY
SY
IN
IN
IN
GAL
TON
TON
TON
DENSITY
TON
TON
LF
LF
REMARKS
460.6224
HMA PAVEMENT
4 MT 58-28 S
LAYER DEPTH
AVG LOWER
ELIGIBLE TONNAGE
ASPHALTIC
PAVEMENT
SUMMARY
STATION
STATION
SIDEROADS
LT TURN LN & ½ MEDIAN
864
00
01.75
60
083
--
083
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
815
00
01.75
57
078
--
078
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
579
00
01.75
41
056
--
056
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
175
00
01.75
12
017
--
017
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
408
00
01.75
29
039
--
039
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
727
00
01.75
51
070
--
070
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
325
00
01.75
23
031
--
031
0--
--
--
0SURFACE
LT TURN LN & ½ MEDIAN
307
00
01.75
21
030
--
030
0--
--
--
0SURFACE
SIDEROAD SUBTOTAL
4,200
294
0404
00
404
00
00
0
STAGE
9SUBTOTAL
101,979
24,721
8,869
012,195
09,055
12,195
70,562
00
141,124
70,562
--
--
--
--
--
--
--
--
--
--
--
--
--
15
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
TOTAL
79,809
51,718
55,656
2,558
73,639
107,374
401,862
11,361
15
282,372
271,570
SIDE ROAD BUTT JOINTS
UNDISTRIBUTED
E BRIGHAM RD
CTH HHH
PIKES PEAK RD
THOMPSON RD
IHM HARRIS RD
MOUNDS VIEW RD
CTH Y
109,933
CTH K
88
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
MIX
TURE
ACC
EPTA
NCE
DEN
SITY
ACC
EPTA
NCE
STAG
E 1
WB
4' O
UTSI
DE
SHO
ULDE
R90
9+59
WB
TO
1630
+54
WB
LOW
ER
BIN
DER
LAYE
RM
ILLE
D EX
ISTI
NG
HMA
SURF
ACE
4 M
T 58
-28
S3,
021
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEST
AGE
2
WB
6' IN
SIDE
SH
OUL
DER
1481
+95
WB
TO
1493
+63
WB
LOW
ER
BIN
DER
LAYE
RBA
SE A
GGRE
GATE
4 M
T 58
-28
S11
13"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
12' I
NSI
DE
DRIV
ING
LAN
E90
9+59
WB
TO
1630
+54
WB
BIN
DER
LAYE
REX
ISTI
NG
CON
CRET
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VEM
ENT
4 M
T 58
-28
S11
,001
2½" T
O 1
¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
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ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
WB
3' IN
SIDE
SH
OUL
DER
909+
59 W
B TO
14
81+9
5 W
BBI
NDE
R LA
YER
MIL
LED
EXIS
TIN
G HM
A SU
RFAC
E4
MT
58-2
8 S
1,43
51¾
" to
1"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
6' IN
SIDE
SH
OUL
DER
1481
+95
WB
TO
1493
+63
WB
UPPE
R BI
NDE
R LA
YER
4 M
T 58
-28
S4
MT
58-2
8 S
621¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
3' IN
SIDE
SH
OUL
DER
1493
+63
WB
TO
1630
+54
WB
BIN
DER
LAYE
RM
ILLE
D EX
ISTI
NG
HMA
SURF
ACE
4 M
T 58
-28
S35
11¾
" to
1"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEST
AGE
3
WB
12' O
UTSI
DE
DRIV
ING
LAN
E90
9+59
WB
TO
1630
+54
WB
BIN
DER
LAYE
REX
ISTI
NG
CON
CRET
E PA
VEM
ENT
4 M
T 58
-28
S11
,038
2½" T
O 1
¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
WB
8' O
UTSI
DE
SHO
ULDE
R90
9+59
WB
TO
1630
+54
WB
BIN
DER
LAYE
REX
ISTI
NG
HMA
SURF
ACE
&
4 M
T 58
-28
S4
MT
58-2
8 S
3,01
81¾
" TO
0"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
12' O
UTSI
DE
DRIV
ING
LAN
E90
9+59
WB
TO
1630
+54
WB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S9,
031
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
WB
8' O
UTSI
DE
SHO
ULDE
R90
9+59
WB
TO
1630
+54
WB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S6,
045
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEW
B O
UTSI
DE
SIDE
ROAD
S &
TUR
N
LAN
ES90
9+59
WB
TO
1630
+54
WB
SURF
ACE
LAYE
REX
ISTI
NG
AND
MIL
LED
EXIS
TIN
G HM
A SU
RFAC
E4
MT
58-2
8 S
1,23
01¾
"PW
L IN
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TIVE
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VO
IDS
HMA
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T 46
0.20
10
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PTAN
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ESTI
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BY
THE
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T EL
IGIB
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NTI
VE
PWL
MIX
TURE
USE
TAB
LETH
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ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
89
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CT
NO
: 12
04-0
5-72
HW
Y: U
SH
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CO
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0200
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PLO
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: M
arch
21,
201
9PL
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BY :
JT
ENG
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PWL
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CRI
TERI
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PLIC
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FO
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ROJE
CT:
ADDITIONAL QUANTITIES SHOWN ON NEXT PAGE
STAG
E 4
WB
12' I
NSI
DE
DRIV
ING
LAN
E90
9+59
WB
TO
1630
+54
WB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S9,
063
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
WB
3' IN
SIDE
SH
OUL
DER
909+
59 W
B TO
14
81+9
5 W
BSU
RFAC
E LA
YER
4 M
T 58
-28
S4
MT
58-2
8 S
1,79
61¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
6' IN
SIDE
SH
OUL
DER
1481
+95
WB
TO
1493
+63
WB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S63
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
WB
3' IN
SIDE
SH
OUL
DER
1493
+63
WB
TO
1630
+54
WB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S43
91¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEW
B IN
SIDE
SI
DERO
ADS
& T
URN
LA
NES
909+
59 W
B TO
16
30+5
4 W
BSU
RFAC
E LA
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EXIS
TIN
G AN
D M
ILLE
D EX
ISTI
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HMA
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4 M
T 58
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S40
91¾
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L IN
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VO
IDS
HMA
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MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEST
AGE
6
EB 8
' OUT
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SH
OUL
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909+
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10
17+6
1 EB
BIN
DER
LAYE
RM
ILLE
D EX
ISTI
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HMA
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4 M
T 58
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VO
IDS
HMA
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10
ACCE
PTAN
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ESTI
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BY
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ENT;
NO
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IGIB
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OR
INCE
NTI
VE
EB 4
' OUT
SIDE
SH
OUL
DER
1017
+61
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O
1027
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EBBI
NDE
R LA
YER
MIL
LED
EXIS
TIN
G HM
A SU
RFAC
E4
MT
58-2
8 S
441¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
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MEN
T 46
0.20
10
ACCE
PTAN
CE T
ESTI
NG
BY
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DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
EB 2
' OUT
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SH
OUL
DER
1027
+93
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O
1630
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BIN
DER
LAYE
RM
ILLE
D EX
ISTI
NG
HMA
SURF
ACE
4 M
T 58
-28
S1,
256
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEST
AGE
7
EB 1
2' IN
SIDE
DRI
VIN
G LA
NE
1017
+61
EB T
O
1027
+93
EBBI
NDE
R LA
YER
EXIS
TIN
G CO
NCR
ETE
PAVE
MEN
T3
MT
58-2
8 S
161
2½" T
O 1
¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2009
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
04
EB 1
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SIDE
DRI
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G LA
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1027
+93
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O
1630
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EBBI
NDE
R LA
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TIN
G CO
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MT
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VO
IDS
HMA
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MEN
T 46
0.20
10IN
CEN
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DEN
SITY
PW
L HM
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VEM
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460.
2005
EB 3
' IN
SIDE
SH
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O
1630
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EBBI
NDE
R LA
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MIL
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TIN
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VO
IDS
HMA
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T 46
0.20
10
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PTAN
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ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
90
PR
OJE
CT
NO
: 12
04-0
5-72
HW
Y: U
SH
18
CO
UN
TY:
IOW
AM
ISC
ELL
AN
EO
US
QU
AN
TITI
ES
SH
EE
T:E
FILE
NAM
E :
X:\P
roje
cts\
Woo
d\63
80-0
6-05
STH
97\
Est&
Qnt
y\03
0200
_mq.
pptx
PLO
T D
ATE
: M
arch
21,
201
9PL
OT
BY :
JT
ENG
INEE
RIN
GPL
OT
NAM
E :
PLO
T SC
ALE
: 1:1
33
PWL
MIX
TURE
USE
TAB
LETH
E FO
LLO
WIN
G AC
CEPT
ANCE
CRI
TERI
A AR
E AP
PLIC
ABLE
FO
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IS P
ROJE
CT:
STAG
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EB 1
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DE
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LAN
E90
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1017
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EBSU
RFAC
E LA
YER
MIL
LED
EXIS
TIN
G HM
A SU
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MT
58-2
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1,38
61¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10IN
CEN
TIVE
DEN
SITY
PW
L HM
A PA
VEM
ENT
460.
2005
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DE
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17+6
1 EB
TO
10
27+9
3 EB
BIN
DER
LAYE
REX
ISTI
NG
CON
CRET
E PA
VEM
ENT
3 M
T 58
-28
S16
22½
" TO
1¾
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L IN
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VO
IDS
HMA
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MEN
T 46
0.20
09IN
CEN
TIVE
DEN
SITY
PW
L HM
A PA
VEM
ENT
460.
2004
EB 1
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UTSI
DE
DRIV
ING
LAN
E10
27+9
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16
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0 EB
BIN
DER
LAYE
REX
ISTI
NG
CON
CRET
E PA
VEM
ENT
4 M
T 58
-28
S7,
670
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
EB 8
' OUT
SIDE
SH
OUL
DER
1017
+61
EB T
O
1630
+60
EBBI
NDE
R LA
YER
EXIS
TIN
G CO
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T, 4
MT
58-2
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& M
ILLE
D EX
ISTI
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HMA
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4 M
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512
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O 0
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VO
IDS
HMA
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MEN
T 46
0.20
10
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PTAN
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ESTI
NG
BY
THE
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ENT;
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T EL
IGIB
LE F
OR
INCE
NTI
VE
EB 1
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UTSI
DE
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E10
17+6
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16
30+6
0 EB
SURF
ACE
LAYE
R4
MT
58-2
8 S
4 M
T 58
-28
S7,
668
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
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VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
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MEN
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0.20
05
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1017
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O
1630
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EBSU
RFAC
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YER
4 M
T 58
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MT
58-2
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5,02
41¾
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VO
IDS
HMA
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T 46
0.20
10
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PTAN
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ESTI
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IGIB
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OR
INCE
NTI
VEEB
OUT
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SI
DERO
ADS
& T
URN
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0 EB
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ACE
LAYE
REX
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NG
AND
MIL
LED
EXIS
TIN
G HM
A SU
RFAC
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MT
58-2
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VO
IDS
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T 46
0.20
10
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PTAN
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ESTI
NG
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ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VEST
AGE
9
EB 1
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SIDE
DRI
VIN
G LA
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909+
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10
17+6
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ACE
LAYE
RM
ILLE
D EX
ISTI
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SURF
ACE
4 M
T 58
-28
S1,
386
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
INCE
NTI
VE D
ENSI
TY P
WL
HMA
PAVE
MEN
T 46
0.20
05
EB 4
' IN
SIDE
SH
OUL
DER
909+
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10
17+6
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IDS
HMA
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0.20
10
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PTAN
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ESTI
NG
BY
THE
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RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
EB 1
2' IN
SIDE
DRI
VIN
G LA
NE
1017
+61
EB T
O
1630
+60
EBSU
RFAC
E LA
YER
4 M
T 58
-28
S4
MT
58-2
8 S
7,66
91¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
PAVE
MEN
T 46
0.20
10IN
CEN
TIVE
DEN
SITY
PW
L HM
A PA
VEM
ENT
460.
2005
EB 3
' IN
SIDE
SH
OUL
DER
1017
+61
EB T
O
1630
+60
EBSU
RFAC
E LA
YER
4 M
T 58
-28
S4
MT
58-2
8 S
1,91
81¾
"PW
L IN
CEN
TIVE
AIR
VO
IDS
HMA
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MEN
T 46
0.20
10
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PTAN
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ESTI
NG
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ENT;
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IGIB
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OR
INCE
NTI
VEEB
INSI
DE S
IDER
OAD
S,
TURN
LAN
ES &
M
AIN
T. C
ROSS
OVE
RS90
9+59
EB
TO
1630
+60
EBSU
RFAC
E LA
YER
EXIS
TIN
G HM
A SU
RFAC
E4
MT
58-2
8 S
760
1¾"
PWL I
NCE
NTI
VE A
IR V
OID
S HM
A PA
VEM
ENT
460.
2010
ACCE
PTAN
CE T
ESTI
NG
BY
THE
DEPA
RTM
ENT;
NO
T EL
IGIB
LE F
OR
INCE
NTI
VE
91
Wisconsin Department of Transportation 03/25/2019 08:39:38
Proposal ID: 20190409003 Project(s): 1204-05-72
Federal ID(s): WISC 2019212
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescription
Item IDProposal
LineNumber
0034 305.0500
Shaping Shoulders STA
3,000.000
_________._____ _________._____
0036 390.0303
Base Patching Concrete SY
27,245.000
_________._____ _________._____
0038 390.0403
Base Patching Concrete Shes SY
282.000
_________._____ _________._____
0040 416.0610
Drilled Tie Bars EACH
30,508.000
_________._____ _________._____
0042 416.0620
Drilled Dowel Bars EACH
56,485.000
_________._____ _________._____
0044 450.4000
HMA Cold Weather Paving TON
11,361.000
_________._____ _________._____
0046 455.0605
Tack Coat GAL
79,809.000
_________._____ _________._____
0048 460.0105.S
HMA Percent Within Limits (PWL) TestStrip Volumetrics
EACH
2.000
_________._____ _________._____
0050 460.0110.S
HMA Percent Within Limits (PWL) TestStrip Density
EACH
5.000
_________._____ _________._____
1.00000
0052 460.2005
Incentive Density PWL HMA Pavement DOL
73,640.000
73,640.00
1.00000
0054 460.2007
Incentive Density HMA PavementLongitudinal Joints
DOL
160,750.000
160,750.00
1.00000
0056 460.2010
Incentive Air Voids HMA Pavement DOL
107,380.000
107,380.00
0058 460.6224
HMA Pavement 4 MT 58-28 S TON
109,933.000
_________._____ _________._____
0060 465.0120
Asphaltic Surface Driveways and FieldEntrances
TON
15.000
_________._____ _________._____
0062 465.0305
Asphaltic Surface Safety Islands TON
12.000
_________._____ _________._____
0064 465.0315
Asphaltic Flumes SY
281.000
_________._____ _________._____
Proposal Schedule of Items Page 2 of 9