Wisconsin Department of Transportation · 4/9/2019 · Proposal #03: 1204-05-72, WISC 2019 212...

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 . 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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Addendum No. 01 ID 1204-05-72 Revised Sheet 8 March 25, 2019

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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


02,347

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1015'WB'+20

-1068'WB'+00


02,347

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1068'WB'+00

-1123'WB'+58


02,470

01.750

0173

238

0--

0238

0--

--

--

--

BINDER

1135'WB'+25

-1173'WB'+60


01,704

01.750

0119

164

0--

0164

0--

--

--

--

BINDER

1173'WB'+60

-1221'WB'+96


02,149

01.750

0150

207

0--

0207

0--

--

--

--

BINDER

1223'WB'+26

-1276'WB'+10


02,348

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1276'WB'+10

-1328'WB'+90


02,347

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1328'WB'+90

-1384'WB'+00


02,449

01.750

0171

236

0--

0236

0--

--

--

--

BINDER

1384'WB'+00

-1436'WB'+80


02,347

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1436'WB'+80

-1486'WB'+13


02,192

01.750

0153

211

0--

0211

0--

--

--

--

BINDER

1487'WB'+87

-1540'WB'+70


02,348

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1540'WB'+70

-1593'WB'+50


02,347

01.750

0164

226

0--

0226

0--

--

--

--

BINDER

1593'WB'+50

-1630'WB'+54


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


7,040

1,760

2.125

1.400

0616

958

--

80

823

958

5,280

--

--

--

--


1015'WB'+20

-1068'WB'+00


7,040

1,760

2.125

1.400

0616

958

--

80

823

958

5,280

--

--

--

--


1068'WB'+00

-1123'WB'+28


7,371

1,843

2.125

1.400

0645

1,003

--

84

861

1,003

5,528

--

--

--

--


1135'WB'+25

-1173'WB'+60


5,113

1,278

2.125

1.400

0447

696

--

58

598

696

3,835

--

--

--

--


1173'WB'+60

-1221'WB'+96


6,448

1,612

2.125

1.400

0564

878

--

74

754

878

4,836

--

--

--

--


1223'WB'+26

-1276'WB'+10


7,045

1,761

2.125

1.400

0616

959

--

80

823

959

5,284

--

--

--

--


1276'WB'+10

-1328'WB'+90


7,040

1,760

2.125

1.400

0616

958

--

80

823

958

5,280

--

--

--

--


1328'WB'+90

-1384'WB'+00


7,347

1,837

2.125

1.400

0643

1,000

--

84

859

1,000

5,510

--

--

--

--


1384'WB'+00

-1436'WB'+80


7,040

1,760

2.125

1.400

0616

958

--

80

823

958

5,280

--

--

--

--


1436'WB'+80

-1481'WB'+95


6,020

1,505

2.125

1.400

0527

819

--

69

704

819

4,515

--

--

--

--


1481'WB'+95

-1486'WB'+13


557

279

2.125

4.750

059

138

--

665

138

418

--

--

--

--

TWO BINDER LAYERS

1487'WB'+87

-1493'WB'+63


768

384

2.125

4.750

081

190

--

990

190

576

--

--

--

--

TWO BINDER LAYERS

1493'WB'+63

-1540'WB'+70


6,276

1,569

2.125

1.400

0549

854

--

72

734

854

4,707

--

--

--

--


1540'WB'+70

-1593'WB'+50


7,040

1,760

2.125

1.400

0616

958

--

80

823

958

5,280

--

--

--

--


1593'WB'+50

-1630'WB'+54


4,939

1,235

2.125

1.400

0432

672

--

56

577

672

3,704

--

--

--

--


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

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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


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


1015'WB'+20

-1068'WB'+00


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


1068'WB'+00

-1123'WB'+58


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


1135'WB'+25

-1173'WB'+60


5,113

3,409

2.125

0.875

1.750

1,193

762

820

29

1,090

1,582

7,670

--

--

--

3,835


1173'WB'+60

-1221'WB'+96


6,448

4,299

2.125

0.875

1.750

1,505

960

1,034

37

1,374

1,995

9,672

--

--

--

4,836


1223'WB'+26

-1276'WB'+10


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


1276'WB'+10

-1328'WB'+90


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


1328'WB'+90

-1384'WB'+00


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


1384'WB'+00

-1436'WB'+80


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


1436'WB'+80

-1486'WB'+13


6,577

4,385

2.125

0.875

1.750

1,535

980

1,055

38

1,402

2,035

9,866

--

--

--

4,933


1487'WB'+87

-1540'WB'+70


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


1540'WB'+70

-1593'WB'+50


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


1593'WB'+50

-1630'WB'+54


4,939

3,292

2.125

0.875

1.750

1,152

736

792

28

1,053

1,528

7,408

--

--

--

3,704


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


620

00

01.750

43

--

60

--

060

--

--

--

--

--

SURFACE


679

00

01.750

48

--

65

--

065

--

--

--

--

--

SURFACE


517

00

01.750

36

--

50

--

050

--

--

--

--

--

SURFACE

1439'WB'+15

-1453'WB'+38


2,364

00

01.750

166

--

228

--

0228

--

--

--

--

--

SURFACE

1466'WB'+45

-1473'WB'+06


1,513

00

01.750

106

--

146

--

0146

--

--

--

--

--

SURFACE


1,442

00

01.750

101

--

139

--

0139

--

--

--

--

--

SURFACE


552

00

01.750

39

--

53

--

053

--

--

--

--

--

SURFACE

1293'WB'+13

DRIVEWAY

016

00

1.750

1--

2--

02

--

--

--

--

--

SURFACE


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

dotmpc

Text Box


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


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


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


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


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


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


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


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


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


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


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


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


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


557

279

00

1.750

59

080

--

54

80

418

80

--

836

418

SURFACE

1487'WB'+87

-1493'WB'+63


768

384

00

1.750

81

0111

--

74

111

576

111

--

1,152

576

SURFACE

1493'WB'+63

-1540'WB'+70


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


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


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

dotmpc

Text Box


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


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


04,694

01.750

0329

452

0--

0452

0--

--

--

--

BINDER

962'EB'+40

-1017'EB'+61


04,908

01.750

0344

472

0--

0472

0--

--

--

--

BINDER

1017'EB'+61

-1027'EB'+93


0459

01.750

032

44

0--

044

0--

--

--

--

BINDER

1027'EB'+93

-1068'EB'+00


0890

01.750

062

86

0--

086

0--

--

--

--

BINDER

1068'EB'+00

-1124'EB'+09


01,246

01.750

087

120

0--

0120

0--

--

--

--

BINDER

1135'EB'+90

-1173'EB'+60


0838

01.750

059

81

0--

081

0--

--

--

--

BINDER

1173'EB'+60

-1222'EB'+45


01,086

01.750

076

104

0--

0104

0--

--

--

--

BINDER

1223'EB'+89

-1276'EB'+70


01,174

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1276'EB'+70

-1329'EB'+50


01,173

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1329'EB'+50

-1382'EB'+30


01,173

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1382'EB'+30

-1435'EB'+10


01,173

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1435'EB'+10

-1486'EB'+62


01,145

01.750

080

110

0--

0110

0--

--

--

--

BINDER

1488'EB'+76

-1541'EB'+60


01,174

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1541'EB'+60

-1594'EB'+40


01,173

01.750

082

113

0--

0113

0--

--

--

--

BINDER

1594'EB'+40

-1630'EB'+60


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


1,376

344

2.125

1.400

0120

187

016

161

187

1,032

--

--

--

--


1027'EB'+93

-1068'EB'+00


5,343

1,336

1.750

1.400

0467

617

032

514

617

4,007

--

--

--

--

BINDER

1068'EB'+00

-1124'EB'+09


7,479

1,870

1.750

1.400

0654

864

045

720

864

5,609

--

--

--

--

BINDER

1135'EB'+90

-1173'EB'+60


5,027

1,257

1.750

1.400

0440

581

030

484

581

3,770

--

--

--

--

BINDER

1173'EB'+60

-1222'EB'+45


6,513

1,628

1.750

1.400

0570

752

039

627

752

4,885

--

--

--

--

BINDER

1223'EB'+89

-1276'EB'+70


7,041

1,760

1.750

1.400

0616

813

042

678

813

5,281

--

--

--

--

BINDER

1276'EB'+70

-1329'EB'+50


7,040

1,760

1.750

1.400

0616

813

042

678

813

5,280

--

--

--

--

BINDER

1329'EB'+50

-1382'EB'+30


7,040

1,760

1.750

1.400

0616

813

042

678

813

5,280

--

--

--

--

BINDER

1382'EB'+30

-1435'EB'+10


7,040

1,760

1.750

1.400

0616

813

042

678

813

5,280

--

--

--

--

BINDER

1435'EB'+10

-1486'EB'+62


6,869

1,717

1.750

1.400

0601

793

041

661

793

5,152

--

--

--

--

BINDER

1488'EB'+76

-1541'EB'+60


7,045

1,761

1.750

1.400

0616

814

042

678

814

5,284

--

--

--

--

BINDER

1541'EB'+60

-1594'EB'+40


7,040

1,760

1.750

1.400

0616

813

042

678

813

5,280

--

--

--

--

BINDER

1594'EB'+40

-1630'EB'+60


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

dotmpc

Text Box


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


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


7,041

00

01.750

493

0678

--

678

678

5,281

--

--

--

--

SURFACE

962'EB'+40

-1017'EB'+61


7,361

00

01.750

515

0709

--

709

709

5,521

--

--

--

--

SURFACE

1017'EB'+61

-1027'EB'+93


1,376

917

2.125

0.875

1.750

321

205

221

8293

426

2,064

--

--

--

1,032


1027'EB'+93

-1068'EB'+00


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


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


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


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


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


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


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


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


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


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


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


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


1,806

00

01.750

126

174

--

0174

0--

--

--

--

SURFACE

1135'EB'+90

-1148'EB'+20


1,638

00

01.750

115

158

--

0158

0--

--

--

--

SURFACE


415

00

01.750

29

040

--

040

0--

--

--

--

SURFACE

1288'EB'+58

DRIVEWAY

013

00

1.750

10

1--

01

0--

--

--

--

SURFACE


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


380

00

01.750

27

037

--

037

0--

--

--

--

SURFACE


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


1,444

00

01.750

101

0139

--

0139

0--

--

--

--

SURFACE

1471'EB'+46

-1486'EB'+78


2,394

00

01.750

168

0230

--

0230

0--

--

--

--

SURFACE


821

00

01.750

57

079

--

079

0--

--

--

--

SURFACE

1559'EB'+07

DRIVEWAY

025

00

1.750

20

2--

02

0--

--

--

--

SURFACE


428

00

01.750

30

041

--

041

0--

--

--

--

SURFACE


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

dotmpc

Text Box


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


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


7,041

2,347

00

1.75

657

0904

--

678

904

5,281

--

--

10,562

5,281

SURFACE

962'EB'+40

-1017'EB'+61


7,361

2,454

00

1.75

687

0945

--

709

945

5,521

--

--

11,042

5,521

SURFACE

1017'EB'+61

-1027'EB'+93


1,376

344

00

1.75

120

0166

--

132

166

1,032

--

--

2,064

1,032

SURFACE

1027'EB'+93

-1068'EB'+00


5,343

1,336

00

1.75

467

0643

--

514

643

4,007

--

--

8,014

4,007

SURFACE

1068'EB'+00

-1124'EB'+09


7,479

1,870

00

1.75

654

0900

--

720

900

5,609

--

--

11,218

5,609

SURFACE

1135'EB'+90

-1173'EB'+60


5,027

1,257

00

1.75

440

0605

--

484

605

3,770

--

--

7,540

3,770

SURFACE

1173'EB'+60

-1222'EB'+45


6,513

1,628

00

1.75

570

0784

--

627

784

4,885

--

--

9,770

4,885

SURFACE

1223'EB'+89

-1276'EB'+70


7,041

1,760

00

1.75

616

0847

--

678

847

5,281

--

--

10,562

5,281

SURFACE

1276'EB'+70

-1329'EB'+50


7,040

1,760

00

1.75

616

0847

--

678

847

5,280

--

--

10,560

5,280

SURFACE

1329'EB'+50

-1382'EB'+30


7,040

1,760

00

1.75

616

0847

--

678

847

5,280

--

--

10,560

5,280

SURFACE

1382'EB'+30

-1435'EB'+10


7,040

1,760

00

1.75

616

0847

--

678

847

5,280

--

--

10,560

5,280

SURFACE

1435'EB'+10

-1486'EB'+62


6,869

1,717

00

1.75

601

0826

--

661

826

5,152

--

--

10,304

5,152

SURFACE

1488'EB'+76

-1541'EB'+60


7,045

1,761

00

1.75

616

0848

--

678

848

5,284

--

--

10,568

5,284

SURFACE

1541'EB'+60

-1594'EB'+40


7,040

1,760

00

1.75

616

0847

--

678

847

5,280

--

--

10,560

5,280

SURFACE

1594'EB'+40

-1630'EB'+60


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


114

00

01.75

80

11

--

011

0--

--

--

0SURFACE

967'EB'+51

-967'EB'+95


120

00

01.75

80

12

--

012

0--

--

--

0SURFACE

1045'EB'+96

-1046'EB'+48


206

00

01.75

14

020

--

020

0--

--

--

0SURFACE

1056'EB'+62

-1058'EB'+01


197

00

01.75

14

019

--

019

0--

--

--

0SURFACE

1072'EB'+71

-1074'EB'+14


197

00

01.75

14

019

--

019

0--

--

--

0SURFACE

1083'EB'+35

-1084'EB'+74


203

00

01.75

14

020

--

020

0--

--

--

0SURFACE

1283'EB'+41

-1284'EB'+74


213

00

01.75

15

020

--

020

0--

--

--

0SURFACE

1288'WB'+12

-1289'WB'+45


183

00

01.75

13

018

--

018

0--

--

--

0SURFACE

1292'EB'+24

-1293'EB'+57


203

00

01.75

14

020

--

020

0--

--

--

0SURFACE

1322'WB'+75

-1324'WB'+18


218

00

01.75

15

021

--

021

0--

--

--

0SURFACE

1338'EB'+13

-1339'EB'+73


208

00

01.75

15

020

--

020

0--

--

--

0SURFACE

1357'WB'+26

-1358'WB'+60


200

00

01.75

14

019

--

019

0--

--

--

0SURFACE

1404'WB'+45

-1406'WB'+05


216

00

01.75

15

021

--

021

0--

--

--

0SURFACE

1410'WB'+31

-1411'WB'+11


166

00

01.75

12

016

--

016

0--

--

--

0SURFACE

1474'WB'+21

-1475'WB'+67


173

00

01.75

12

017

--

017

0--

--

--

0SURFACE

1498'WB'+81

-1499'WB'+52


165

00

01.75

12

016

--

016

0--

--

--

0SURFACE

1525'WB'+13

-1525'WB'+84


169

00

01.75

12

016

-0

16

0-

--

--

0SURFACE

1558'WB'+67

-1560'WB'+06


188

00

01.75

13

018

--

018

0--

--

--

0SURFACE

1580'WB'+80

-1581'WB'+55


169

00

01.75

12

016

--

016

0--

--

--

0SURFACE

CROSSOVERS SUBTOTAL

3,697

259

0356

00

356

00

00

0

87

dotmpc

Text Box


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


815

00

01.75

57

078

--

078

0--

--

--

0SURFACE


579

00

01.75

41

056

--

056

0--

--

--

0SURFACE


175

00

01.75

12

017

--

017

0--

--

--

0SURFACE


408

00

01.75

29

039

--

039

0--

--

--

0SURFACE


727

00

01.75

51

070

--

070

0--

--

--

0SURFACE


325

00

01.75

23

031

--

031

0--

--

--

0SURFACE


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

dotmpc

Text Box


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

E PA

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

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

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

CEN

TIVE

AIR

VO

IDS

HMA

PAVE

MEN

T 46

0.20

10

ACCE

PTAN

CE T

ESTI

NG

BY

THE

DEPA

RTM

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4 M

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IDS

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OID

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460.

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VEM

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460.

2010

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TY P

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' IN

SIDE

SH

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AIR

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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

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460.

2005

EB 3

' IN

SIDE

SH

OUL

DER

1017

+61

EB T

O

1630

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RFAC

E LA

YER

4 M

T 58

-28

S4

MT

58-2

8 S

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RFAC

E LA

YER

EXIS

TIN

G HM

A SU

RFAC

E4

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58-2

8 S

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1¾"

PWL I

NCE

NTI

VE A

IR V

OID

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A PA

VEM

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460.

2010

ACCE

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91

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Text Box


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

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