845343padot117890.pdf

PROPOSAL REPORT

Project: 117890 Bid Package: 1

Current Let: 10/22/2026 11:00:00 AM Version: Current

Addendum Count: 0

District: 04 County: Lackawanna

SR/SEC/Group ID: 11/P01/---

Description SR 11 over North Main Avenue

PROPOSAL Report - Project 117890

Page 1 of 98September 22, 2026 15:39:20 PM

TABLE OF CONTENTS

BID PACKAGE SUMMARY 4

PROJECT ITEMS AND QUANTITIES 5

SPECIAL PROVISIONS 16

00 - a00001 CONSTRUCTION RESTRICTIONS 16 G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) 18 G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW 19 C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106 20 C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413 22 C172A - a00172 CHANGES TO SPECIFICATIONS: SECTIONS 107, 871, 872, 875, and 876 29 G311A - a00311 ROAD USER LIQUIDATED DAMAGES (RULD) 34 G401A - a00401 ADVANCE NOTICE OF TRAFFIC RESTRICTIONS 35 G501A - a00501 AIR POLLUTION CONTROL IN AIR BASINS 35 G901B - a00901 ALTERNATE EROSION AND SEDIMENT POLLUTION CONTROL PLAN 36 G1101B - a01101 CONSTRUCTION PROCEDURES - EROSION AND SEDIMENT POLLUTION

CONTROL 36

G1211B - a01211 Exx-9999 PERMIT 37 G1601A - a01601 E.E.O. COVERED AREA 38 G2302A - a02302 Worker Protection and Investment 39 G4251A - a04251 UTILITIES--USE WHEN THERE ARE UTILITIES WITHIN THE PROJECT LIMITS

THAT ARE NOT AFFECTED 40

N10420A - a10420 VERIFICATION OF VERTICAL CLEARANCES 40 N10501B - a10501 BRIDGE SHOP DRAWINGS 41 S4131B - b04131 SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF

PLANT-MIXED ASPHALT COURSES WITH 42

S6012B - b06012 - SECTION 601.3(f) BACKFILLING TRENCH 51 S6092B - b06092-SECTION 609.2(f) MISCELLANEOUS MATERIALS 52 I68C - c00068 ITEM 9000-5101 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

AGGREGATE 52

I70C - c00070 ITEM 9000-5103 ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION

CONCRETE 53

00 - c02011 ITEM 4201-0001 CLEARING AND GRUBBING WITH RESTRICTIONS 54 I2032D - c02032 ITEM 9203-0101/0102 - TEMPORARY EXCAVATION SUPPORT AND

PROTECTION SYSTEM 55

I6091L - c06091 ITEM 0609-0009 EQUIPMENT PACKAGE 58 00 - c09011 ITEM 0901-00XX - MAINTENANCE AND PROTECTION OF TRAFFIC DURING

CONSTRUCTION 59

00 - c09631 ITEM 4963-0006/0008 - PAVEMENT MARKING REMOVAL (RECESSED TAPE) 62 00 - c90001 ITEM 9000-0001/0004 - 50" MEDIAN BARRIER / MEDIAN BARRIER

TRANSITION 62

00 - c90002 ITEM 9000-0002 - 6" SIDEWALK TRENCH DRAIN 63 00 - c90003 ITEM 9000-0003 TEMPORARY ADA CURB RAMP 63 00 - c90021 ITEM 9000-002X - POLYUREA PAVEMENT MARKINGS 64

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00 - c90025 ITEM 9000-0025/0026 - RECESSED WHITE REFLECTIVE PAVEMENT MARKING

TAPE 67

00 - c90030 ITEM 9000-0030 - LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT

YELLOW, 4" 71

00 - c90066 ITEM 9000-0066 - RESET SINGLE FACE CONCRETE BARRIER 72 00 - c90302 ITEM 9000-0302 - TEMPORARY TIMING REVISIONS 73 00 - c90615 ITEM 9000-0615 - REPAIR TEMPORARY IMPACT ATTENUATING DEVICE 74 00 - c91113 ITEM 9000-1113 – LAMINATED NEOPRENE BEARING PAD 74 00 - c91908 ITEM 9000-1908 - COFFERDAM 75 00 - c91913 ITEM 9000-1913 - TEMPORARY PUMP BYPASS SYSTEM 75 00 - c92100 ITEM 9000-210X - RESEAL MEDIAN JOINT 76 00 - c92380 ITEM 9000-2380/2381 - BRIDGE CLEANING 77 00 - c92500 ITEM 9000-2500/2501 CONCRETE BRIDGE DECK REPAIR TYPE 2 WITH PPC

MATERIAL 79

I90151B - c92600 ITEM 9000-260X UNFORSEEN BRIDGE REPAIRS 79 I90012A - c92610 ITEM 9000-261X - MAINTENANCE OF EXISTING BRIDGE 82 00 - c92740 ITEM 9000-2740 - RESEAL EXPANSION JOINT 83 00 - c93040 ITEM 9000-3XXX - CONCRETE SPALL REPAIR, TYPE 2 83 00 - c93180 ITEM 9000-3180/3181/3182 - INSTALL WEEPHOLES 86 00 - c93190 ITEM 9000-319X - DOWEL HOLES 86 00 - c93300 ITEM 9000-3300/3301 - JACKING BRIDGE SUPERSTRUCTURE 87 00 - c93340 ITEM 9000-3340/3341 - REPAIR BEARINGS 88 00 - c93400 ITEM 9000-3400 - REPAIR AND RESET BEARINGS 90 00 - c93600 ITEM 9000-3600 - INSTALL SOIL ANCHORS 91 00 - c94001 ITEM 9000-4001 - CHANNEL DEBRIS REMOVAL 96

G4011B - CONSTRUCTION/HOLIDAY RESTRICTIONS 97

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BID PACKAGE SUMMARY

Project: 117890 Bid Package: 1

Project Type: Standard Posted:

Federal Project Status: PENNDOT Oversight NHS State Type of Work: BRIDGE

Prequalification Required: Yes Pre-Bid Meeting: None

408 Version: 2026-1

Scheduled Let: 10/22/2026 11:00:00 AM Project Cost Range: $7,500,000.00 - $9,999,999.99 Anticipated NTP: 12/07/2026 Structure Work: 56.00%

Required Completion: 11/20/2029 DBE: 0% Wage Rates: Yes

Description:

The purpose of this project is to complete priority structure preventative maintenance repairs on structures along SR 11 through Scranton, PA. The SR 11 structures included in the project are SR 11 over N Main Ave, N Main Ave Retaining wall, SR 11 over Court St, SR 11 over Theodore St, SR 11 Leach Creek Culvert, and SR 11 over Keyser Ave. Other work includes milling and full depth paving of bridge approaches, resetting guiderail, sidewalk and drainage improvements, E&S control measures, temporary traffic control and signal modifications, pavement markings, bridge ppc overlays, beam and bearing repairs, abutment repairs, and other miscellaneous construction work.Construction will be completed using staged construction and detouring of traffic, as indicated on the approved drawings included in the bid package for STATE ROUTE 0011, SECTION P01, in LACKAWANNA COUNTY CITY OF SCRANTON from approximately 0.89 miles north of SR 307 at segment 0214 offset 0237 to approximately 0.50 miles south of SR 0006 at segment 0272 offset 2179. Also Included is STATE ROUTE 3013 from segment 0130 offset 1294 to segment 0140 offset 0357 and STATE ROUTE 3011/6307 from segment 0170 offset 1368 to segment 0240/0241 offset 1032/1038.

Additional Information:

This is an ECMS project. All Addenda will be electronically posted.The location of the public bid opening is the Commonwealth Keystone Building, 7th Floor, Contract Awards Room, 400 North Street, Harrisburg. Allow sufficient time before the bid opening to contact Contract Awards and be escorted to the 7th Floor Contract Awards Room. Contract Awards can be reached at 717-395-9754.

Due to recent changes in the Keystone Building, there is no longer a reception on the 5th Floor to greet and check-in visitors.

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PROJECT ITEMS AND QUANTITIES

Alt Item Work Class Code Unit Of

Measure Quantity Unit Price PDP Spec

Prov Add Action

4201-0001 A Lump Sum 1.0000 N Proj

CLEARING AND GRUBBING WITH RESTRICTIONS

0203-0001 C Cubic Yard 4,829.0000 N

CLASS 1 EXCAVATION

0203-0006 G4 Linear Foot 320.0000 N

SAW CUTTING

0204-0100 C1, S1, T1 Cubic Yard 230.0000 N

CLASS 3 EXCAVATION

0204-0101 C1, S1, T Cubic Yard 65.0000 N

0204-0102 C1, S1, T Cubic Yard 160.0000 N

0204-0150 C1, H, S Cubic Yard 40.0000 N

CLASS 4 EXCAVATION

0205-0100 C1 Cubic Yard 20.0000 N

FOREIGN BORROW EXCAVATION

0205-0292 C1, S4 Cubic Yard 390.0000 N

STRUCTURE BACKFILL

0212-0001 C3, H, M2 Linear Foot 383.0000 N

GEOTEXTILE, CLASS 1

0212-0014 C3, H, M2 Square Yard 4,437.0000 N

GEOTEXTILE, CLASS 4, TYPE A

0313-0424 E Square Yard 3,991.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALs, 25.0 MM MIX, 5" DEPTH

0314-0105 E Square Yard 3,991.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, ASPHALT RICH BASE COURSE, PG 64S-22, 25.0 MM MIX, 5" DEPTH

0350-0110 C, E Square Yard 4,018.0000 N

SUBBASE 10" DEPTH (NO. 2A)

0350-0120 C, E Cubic Yard 24.0000 N

SUBBASE (NO. 2A)

0413-0382 F Square Yard 6,566.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 9.5 MM MIX, 1 1/2"

DEPTH, SRL-E

0413-1020 F Ton 83.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (SCRATCH), PG 64S-22, 0.3 TO < 3 MILLION ESALS, 9.5

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MM MIX, SRL-E

0413-6003 F Ton 12.0000 N SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 58S-28, < 0.3 MILLION ESALS, 25.0 MM MIX

0413-6070 F Square Yard 3,991.0000 N

SUPERPAVE ASPHALT MIXTURE DESIGN, BINDER COURSE, PG 64E-22, 0.3 TO < 3 MILLION ESALS, 19.0 MM MIX, 2 1/2"

DEPTH

0460-0003 F4 Square Yard 17,123.0000 N

ASPHALT TACK COAT (NTT/CNTT)

0491-0013 F3 Square Yard 2,575.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, 2" DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0491-0019 F3 Square Yard 615.0000 N MILLING OF ASPHALT PAVEMENT SURFACE, VARIABLE DEPTH, MILLED MATERIAL RETAINED BY CONTRACTOR

0521-0001 G4 Linear Foot 314.0000 N

TRANSVERSE JOINT CLEANING AND SEALING

0601-2843 H Linear Foot 65.0000 N 18" CORRUGATED ALUMINUM ALLOY PIPE, TYPE I, (2 2/3" X 1/2" CORRUGATIONS), 14 GAGE

0601-8317 H Linear Foot 10.0000 N

18" REINFORCED CONCRETE PIPE, TYPE B, < 1.5' FILL

0606-0050 C1, K Set 3.0000 N

GRADE ADJUSTMENT OF EXISTING INLETS

0608-0001 X Lump Sum 1.0000 N

MOBILIZATION

0609-0003 X Lump Sum 1.0000 N

INSPECTOR'S FIELD OFFICE AND INSPECTION FACILITIES, TYPE B

0609-0009 X Lump Sum 1.0000 N Std

EQUIPMENT PACKAGE

0610-7002 H2 Linear Foot 758.0000 N

6" PAVEMENT BASE DRAIN

0615-0022 H2 Linear Foot 113.0000 N

6" SUBSURFACE DRAIN OUTLETS

0615-0040 H2 Each 2.0000 N

SUBSURFACE DRAIN OUTLET ENDWALL

0616-1302 H Each 2.0000 N

SLOPE PIPE FITTINGS FOR 18" PIPE

0618-0022 H Each 1.0000 N

CONCRETE COLLAR FOR 18" PIPE EXTENSION

0620-0500 J Linear Foot 875.0000 N

RESET GUIDE RAIL

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0623-0402 J1 Linear Foot 42.0000 N

SINGLE FACE CONCRETE BARRIER, F-SHAPE, 42" HEIGHT, WITH FILL

0627-3020 J1 Linear Foot 8,179.0000 N

TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0628-3020 J1 Linear Foot 4,001.0000 N

RESET TEMPORARY BARRIER, TEST LEVEL 3, BARRIER DEFLECTION DISTANCE < /=2'

0676-0001 K Square Yard 32.0000 N

CEMENT CONCRETE SIDEWALK

0680-0003 K2, S1 Square Yard 380.0000 N

MEMBRANE WATERPROOFING

0686-0040 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE C

0686-0060 X Lump Sum 1.0000 N

CONSTRUCTION SURVEYING, TYPE D, MODIFIED

0689-0005 X Lump Sum 1.0000 N

CPM SCHEDULE, WITH UPDATES

0690-0001 X Dollar 1,000.0000 $1.00 Y

INTERNAL FACILITATION

0695-0004 K Square Foot 8.0000 N

DETECTABLE WARNING SURFACE, POLYMER COMPOSITE

0696-0639 J1 Each 15.0000 N

TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD) TEST LEVEL 3

0697-0639 J1 Each 10.0000 N

RESET TEMPORARY IMPACT ATTENUATING DEVICE, TYPE V (STANDARD) TEST LEVEL 3

0703-0025 C1, H Cubic Yard 86.0000 N

NO. 57 COARSE AGGREGATE

0802-0001 C1, M Cubic Yard 94.0000 N

TOPSOIL FURNISHED AND PLACED

0804-0026 M3 Pound 10.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA C CONSERVATION MIX, INCLUDING MULCH

0804-0027 M3 Pound 78.0000 N

SEEDING AND SOIL SUPPLEMENTS - FORMULA L CLEAR ZONE MIX, INCLUDING MULCH

0804-0032 M3 Pound 35.0000 N

SEEDING - FORMULA T TEMPORARY GRASS MIX, INCLUDING MULCH

0806-0120 M2 Square Yard 786.0000 N

TEMPORARY EXTENDED-TERM, ROLLED EROSION CONTROL PRODUCT, TYPE 3A

0849-0010 C1 Each 1.0000 N

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ROCK CONSTRUCTION ENTRANCE

0850-0032 C1 Cubic Yard 112.0000 N

ROCK, CLASS R-4

0855-0003 M2 Each 1.0000 N

PUMPED WATER FILTER BAG

0855-0004 M2 Each 2.0000 N

REPLACEMENT PUMPED WATER FILTER BAG

0858-0001 C3, M2 Square Yard 350.0000 N

GEOCELL CONFINEMENT SYSTEM

0867-0032 C1, H, M2 Linear Foot 115.0000 N

COMPOST FILTER SOCK, 32" DIAMETER

0901-0001 Q Lump Sum 1.0000 N Proj

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION

0901-0002 Q Lump Sum 1.0000 N Proj

0901-0003 Q Lump Sum 1.0000 N Proj

0901-0004 Q Lump Sum 1.0000 N Proj

0901-0005 Q Lump Sum 1.0000 N Proj

0901-0006 Q Lump Sum 1.0000 N Proj

0901-0007 Q Lump Sum 1.0000 N Proj

0901-0008 Q Lump Sum 1.0000 N Proj

0901-0009 Q Lump Sum 1.0000 N Proj

0901-0010 Q Lump Sum 1.0000 N Proj

0901-0011 Q Lump Sum 1.0000 N Proj

0901-0231 Q Day 1,100.0000 N

ADDITIONAL WARNING LIGHTS, TYPE B

0901-0240 Q, R Square Foot 1,100.0000 N

ADDITIONAL TRAFFIC CONTROL SIGNS

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0901-0320 O Linear Foot 5,103.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0321 O Linear Foot 23,940.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, YELLOW

0901-0330 O Linear Foot 7,006.0000 N

4" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0331 O Linear Foot 30,278.0000 N

6" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0332 O Linear Foot 5,974.0000 N

8" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0334 O Linear Foot 281.0000 N

24" STANDARD PAVEMENT MARKINGS, PAINT & BEADS, WHITE

0901-0451 Q Each 4.0000 N

3-LINE CHANGEABLE MESSAGE SIGN WITHOUT TELECOMMUNICATIONS

0937-0106 J, R Each 9.0000 N

GUIDE RAIL MOUNTED DELINEATOR TYPE B, (W/B)

0937-0303 R Each 2.0000 N

FLEXIBLE DELINEATOR POST, SURFACE-MOUNT TYPE SM-1, RED POST WITH WHITE SHEETING

0950-0002 P Dollar 15,000.0000 $1.00 Y

UNFORESEEN TRAFFIC SIGNAL WORK

0958-0341 P, Q Each 1.0000 N

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (3 APPROACHES)

0958-0342 P, Q Each 1.0000 N

TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (3 APPROACHES)

0958-0361 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL (4 OR MORE APPROACHES)

0958-0421 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (3 APPROACHES)

0958-0422 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (3 APPROACHES)

0958-0441 P, Q Each 1.0000 N TEMPORARY MODIFICATIONS TO EXISTING PERMANENT TRAFFIC SIGNAL, RESET (4 OR MORE APPROACHES)

0962-1000 O Linear Foot 2,912.0000 N

4" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1003 O Linear Foot 35.0000 N

12" WHITE WATERBORNE PAVEMENT MARKINGS

0962-1004 O Linear Foot 373.0000 N

24" WHITE WATERBORNE PAVEMENT MARKINGS

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0962-1005 O Linear Foot 3,025.0000 N

4" YELLOW WATERBORNE PAVEMENT MARKINGS

0962-1035 O3 Linear Foot 30.0000 N WHITE WATERBORNE PAVEMENT LEGEND, "YIELD LINE", 24" X 36" TRIANGLE, (MIN 4 TRIANGLES PER LINE)

0962-1062 O3 Each 2.0000 N

WHITE WATERBORNE PAVEMENT LEGEND, "LEFT ARROW", 12'-0" X 3'-0"

0963-0001 O2, O3 Square Foot 160.0000 N

PAVEMENT MARKING REMOVAL

0963-0004 O2, O3 Linear Foot 21,373.0000 N

4" PAVEMENT MARKING REMOVAL

0963-0006 O2, O3 Linear Foot 70,173.0000 N

6" PAVEMENT MARKING REMOVAL

4963-0006 O2, O3 Linear Foot 5,232.0000 N Proj

6" PAVEMENT MARKING REMOVAL (RECESSED TAPE)

0963-0008 O2, O3 Linear Foot 7,345.0000 N

8" PAVEMENT MARKING REMOVAL

4963-0008 O2, O3 Linear Foot 2,311.0000 N Proj

8" PAVEMENT MARKING REMOVAL (RECESSED TAPE)

0965-0021 O2 Linear Foot 647.0000 N

24" WHITE PREFORMED THERMOPLASTIC PAVEMENT MARKINGS

0965-0224 O2 Each 2.0000 N

WHITE PREFORMED THERMOPLASTIC LEGEND, "LEFT ARROW", 12' - 0" X 3' - 0"

1001-0611 T7 Linear Foot 466.0000 N

6" STRUCTURE FOUNDATION DRAIN

1001-1081 S2 Cubic Yard 32.0000 N

CLASS AA CEMENT CONCRETE

1001-1120 S2 Cubic Yard 22.0000 N

CLASS A CEMENT CONCRETE

1001-1121 S2 Cubic Yard 1.0000 N

1001-1122 S2 Cubic Yard 3.0000 N

1002-0052 S7 Pound 3,425.0000 N

REINFORCEMENT BARS, EPOXY COATED

1002-0053 S7 Pound 280.0000 N

1002-0190 S7 Pound 8,430.0000 N

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1019-0040 K2 Square Yard 124.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, REINFORCED

CONCRETE SUBSTRUCTURE SURFACES)

1019-0050 K2 Square Yard 199.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (PENETRATING SEALERS, BRIDGE

SUPERSTRUCTURE)

1041-0010 F3, S2 Square Yard 582.0000 N

SCARIFICATION, 1/4" DEPTH

1041-0011 F3, S2 Square Yard 969.0000 N

SCARIFICATION, 1/4" DEPTH

1045-0020 K2 Square Yard 1,805.0000 N

PROTECTIVE COATING FOR REINFORCED CONCRETE SURFACES (EPOXY RESIN)

1047-0010 S3 Square Yard 585.0000 N

POLYESTER POLYMER CONCRETE OVERLAY, 1"

1047-0013 S3 Square Yard 582.0000 N

POLYESTER POLYMER CONCRETE OVERLAY, 1 3/4"

1050-0020 T3 Pound 2,100.0000 N

FABRICATED STRUCTURAL STEEL

1050-0085 T5 Each 19.0000 N

LAMINATED NEOPRENE BEARING PAD

1050-0110 S2, T3 Pound 9,450.0000 N

FABRICATED STRUCTURAL STEEL REPAIR

1070-0200 V Lump Sum 1.0000 N

PAINTING EXISTING STRUCTURAL STEEL

1070-0201 V Lump Sum 1.0000 N

PAINTING EXISTING STRUCTURAL STEEL

1072-0100 V2 Lump Sum 1.0000 N

CONTAINMENT

1072-0101 V2 Lump Sum 1.0000 N

CONTAINMENT

1072-0200 X Lump Sum 1.0000 N

WASTE MANAGEMENT

1072-0201 X Lump Sum 1.0000 N

WASTE MANAGEMENT

1072-0300 V2 Lump Sum 1.0000 N

WORKER HEALTH AND SAFETY

1072-0301 V2 Lump Sum 1.0000 N

WORKER HEALTH AND SAFETY

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1090-1006 T6 Linear Foot 310.0000 N

STANDARD EXPANSION DAM REPLACEMENT, 3" MOVEMENT

1090-1007 T6 Linear Foot 176.0000 N

STANDARD EXPANSION DAM REPLACEMENT, 3 1/2" MOVEMENT

1090-1018 S2 Square Foot 7.0000 N

PRESTRESSED CONCRETE BEAM REPAIRS

1091-0331 K1 Linear Foot 385.0000 N

EPOXY INJECTION CRACK SEAL

9000-0001 J1 Each 8.0000 N Proj

MEDIAN BARRIER TRANSITION

9000-0002 H2 Linear Foot 176.0000 N Proj

6" SIDEWALK TRENCH DRAIN

9000-0003 K Each 1.0000 N Proj

TEMPORARY ADA CURB RAMP

9000-0004 J1 Linear Foot 424.0000 N Proj

50" MEDIAN BARRIER

9000-0021 O Linear Foot 26,887.0000 N Proj

6" YELLOW POLYUREA PAVEMENT MARKINGS

9000-0022 O Linear Foot 23,872.0000 N Proj

6" WHITE POLYUREA PAVEMENT MARKINGS

9000-0023 O Linear Foot 2,118.0000 N Proj

8" WHITE POLYUREA PAVEMENT MARKINGS

9000-0024 O Linear Foot 610.0000 N Proj

12" WHITE POLYUREA PAVEMENT MARKINGS

9000-0025 O, O1 Linear Foot 7,056.0000 N Proj

6" RECESSED WHITE REFLECTIVE PAVEMENT MARKING TAPE

9000-0026 O, O1 Linear Foot 3,202.0000 N Proj

8" RECESSED WHITE REFLECTIVE PAVEMENT MARKING TAPE

9000-0030 O, R Each 236.0000 N Proj

LINEAR DELINEATION REFLECTIVE PANEL, FLUORESCENT YELLOW, 4"

9000-0066 J1 Linear Foot 134.0000 N Proj

RESET SINGLE FACE CONCRETE BARRIER

9000-0302 P Each 15.0000 N Proj

TEMPORARY TIMING REVISIONS

9000-0615 J Dollar 10,000.0000 $1.00 Y Proj

REPAIR TEMPORARY IMPACT ATTENUATING DEVICE

9000-1113 T5 Each 13.0000 N Proj

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LAMINATED NEOPRENE BEARING PAD

9000-1908 M2 Linear Foot 95.0000 N Proj

COFFERDAM

9000-1913 M2 Each 1.0000 N Proj

TEMPORARY PUMP BYPASS SYSTEM

9000-2100 T5 Linear Foot 77.0000 N Proj

RESEAL MEDIAN JOINT

9000-2101 T5 Linear Foot 39.0000 N Proj

9000-2102 T5 Linear Foot 65.0000 N Proj

9000-2103 T5 Linear Foot 130.0000 N Proj

9000-2380 S2 Lump Sum 1.0000 N Proj

BRIDGE CLEANING

9000-2381 S2 Lump Sum 1.0000 N Proj

BRIDGE CLEANING

9000-2500 S2 Square Foot 300.0000 N Proj

CONCRETE BRIDGE DECK REPAIR TYPE 2 WITH PPC MATERIAL

9000-2501 S2 Square Foot 220.0000 N Proj

CONCRETE BRIDGE DECK REPAIR TYPE 2 WITH PPC MATERIAL

9000-2600 S2 Dollar 40,000.0000 $1.00 Y Std

UNFORESEEN BRIDGE REPAIRS

9000-2601 S2 Dollar 20,000.0000 $1.00 Y Std

9000-2602 S2 Dollar 20,000.0000 $1.00 Y Std

9000-2603 S2 Dollar 10,000.0000 $1.00 Y Std

9000-2604 S2 Dollar 40,000.0000 $1.00 Y Std

9000-2605 S2 Dollar 20,000.0000 $1.00 Y Std

9000-2610 S2 Dollar 25,000.0000 $1.00 Y Std

MAINTENANCE OF EXISTING BRIDGE

9000-2611 S2 Dollar 25,000.0000 $1.00 Y Std

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9000-2612 S2 Dollar 25,000.0000 $1.00 Y Std

9000-2613 S2 Dollar 25,000.0000 $1.00 Y Std

9000-2740 T5 Linear Foot 110.0000 N Proj

RESEAL EXPANSION JOINT

9000-3040 G3, S2 Square Foot 2.0000 N Proj

CONCRETE SPALL REPAIR, DIAPHRAGMS, TYPE 2

9000-3100 G3, S2 Square Foot 460.0000 N Proj

CONCRETE SPALL REPAIR, SUBSTRUCTURE, TYPE 2

9000-3101 G3, S2 Square Foot 550.0000 N Proj

9000-3102 G3, S2 Square Foot 135.0000 N Proj

9000-3103 G3, S2 Square Foot 30.0000 N Proj

CONCRETE SPALL REPAIR, TYPE 2

9000-3104 G3, S2 Square Foot 750.0000 N Proj

9000-3105 G3, S2 Square Foot 30.0000 N Proj

CONCRETE SPALL REPAIR, BRIDGE BARRIER, TYPE 2

9000-3106 G3, S2 Square Foot 460.0000 N Proj

9000-3180 S2 Each 20.0000 N Proj

INSTALL WEEPHOLES

9000-3181 S2 Each 14.0000 N Proj

9000-3182 S2 Each 26.0000 N Proj

9000-3190 S2 Each 166.0000 N Proj

DOWEL HOLES, 8" DEPTH

9000-3191 S2 Each 27.0000 N Proj

DOWEL HOLES, 6" DEPTH

9000-3192 S2 Each 42.0000 N Proj

DOWEL HOLES, 6" DEPTH

9000-3193 S2 Each 1,840.0000 N Proj

DOWEL HOLES, 12" DEPTH

9000-3300 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE

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9000-3301 S2 Lump Sum 1.0000 N Proj

JACKING BRIDGE SUPERSTRUCTURE

9000-3340 S2, T5 Each 6.0000 N Proj

REPAIR BEARINGS

9000-3341 S2, T5 Each 57.0000 N Proj

REPAIR BEARINGS

9000-3400 S2, T5 Each 3.0000 N Proj

REPAIR AND RESET BEARINGS

9000-3600 C5, C6, S2 Lump Sum 1.0000 N Proj

INSTALL SOIL ANCHORS

9000-4001 C1 Lump Sum 1.0000 N Proj

CHANNEL DEBRIS REMOVAL

9000-5101 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION AGGREGRATE

9000-5103 X Lump Sum 1.0000 N Std

ELECTRONIC TICKETING (E-TICKETING) FOR CONSTRUCTION CONCRETE

9203-0101 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

9203-0102 C1, S5 Lump Sum 1.0000 N Std

TEMPORARY EXCAVATION SUPPORT AND PROTECTION SYSTEM

Page 15 of 98September 22, 2026 15:39:20 PM

SPECIAL PROVISIONS

Special Provision: 00 - a00001 CONSTRUCTION RESTRICTIONS Addendum:

Action:

Item(s) Associated:

Header:

CONSTRUCTION RESTRICTIONS

Provision Body:

Prior to each jacking operation, during jacking operation, and prior to releasing of jacking operation, survey to ensure that no movement of the superstructure, either longitudinally, laterally, or both will occur. If movement is detected stop operation and notify the Department Representative and Structures Control Engineer IMMEDIATELY. Temporarily remove barrier steel bent plates at joints prior to jacking operations.

An initial PA One Call must be placed, and a Complex Ticket Meeting with all necessary parties scheduled within ten (10) days of when contract work is to begin.

Be responsible for any damages to existing utilities caused by contractor operations. Contact the applicable authority immediately in the event of any damage.

Submit all asphalt mixture designs for Department approval a minimum of two weeks prior to the first placement. If more than one asphalt material supplier is used, each source is required to have Department approved mix designs.

If more than one super-pave material supplier is used, ensure that each source has Department approved mix designs.

A 12:1 temporary construction notch must be constructed at the contractor’s expense for all milled drops over 2 inches that are left at the end of each construction day/shift. No pavement drop-offs will be allowed to exist under traffic.

For construction occurring during long term traffic operations, all milled surfaces must be paved prior to the removal of the traffic control pattern. Traffic must not run-on milled surfaces or leveling/scratch courses.

All pavement joints, including longitudinal joints, are to be sealed.

Complete all permanent pavement markings within 30 calendar days of placing the final wearing course. After October 31st, place permanent pavement markings within 7 calendar days after the completion of paving.

Prior to beginning milling or resurfacing operations, field view the locations of the existing pavement markings and prepare sketches and/or reference in the field so that they can be reproduced.

Notify the Project Manager and Contact Jessica Ruddy, District 4-0 Community Relations Coordinator, at (570) 963-4044 for a media release of work two weeks prior to start of work. Include project specific details.

Notify the Department a minimum of fourteen (14) calendar days prior to beginning milling operations.

All Work is to be completed within the Right of Way.

Once the project is initiated, make every effort to perform continuous construction operations and minimize the length of the project.

Continuous construction operations are defined as providing active construction staffing, equipment, and sufficient material each workday.

Comply with all local municipal zoning ordinances regarding construction related noise.

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Protect any material being hauled to or away from the construction site. Cover any loads which create dust or other undesirable conditions. Loads of waste material emitting any liquid drippings are not allowed on any public roadway. Clean or sweep debris left from construction activities on any public roadway with a street sweeper or broom to the satisfaction of the Representative at no additional cost to the Department.

The Department has not provided additional time in the contract for acquiring waste areas and/or permits for these waste areas, if required. The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

Perform concrete truck washing at a site approved by the County Conservation District.

No blasting is allowed on this project.

No burning is allowed.

The work area is to be maintained in a neat and orderly condition. Remove all debris from the work area at the close of each day operations.

Do not allow employees to park their personal vehicles on any traveled roadway or shoulder. It will be the Resident Engineer’s responsibility to determine/designate the appropriate parking areas, dependent upon construction.

Do not store flammable material and chemicals underneath any bridge within the project limits.

Do not block or park in driveways of business’s & residents with construction equipment or vehicles of any kind.

Road user liquidated damages will be assessed on this project in accordance with the specifications established in the Special Provision entitled “Road User Liquidated Damages”.

The contractor is to utilize and allocate crews equipment and materials as necessary for the completion of work activities within the specified work periods, to deliver the project on the specified completion date, uphold project milestones, and meet all contractual requirements.

Any guiderail (panels, posts, etc.) removed must be reinstalled at the end of each day if not behind concrete barrier.

5 days before the completion of work of each phase of construction and before the M&PT is reset or removed, the contractor is to contact the Assistant Bridge Engineer (Gary Borgacci at 570.963.3513 Call: 570.963.3513) to schedule an (NBI) inspection for each bridge, and to include a letter stating the inspection was completed before closing out the job.

Monitor traffic control devices as specified in the Special Provision "Item 0901-0001- Maintenance and Protection of Traffic During Construction" and the Traffic Control Plan. Be prepared to correct any deficiencies immediately. Failure to correct deficiencies in a timely fashion may result in a project shutdown. No additional contract time will be allowed to compensate for time lost resulting from a failure to meet requirements of this provision.

No Work or Single Lane Conditions are permitted during the Winter Shutdown period (Tuesday before Thanksgiving to April 1st) of each calendar year with the exception of emergency repairs as directed by the project A.C.E. and PennDOT construction project manager. Unrestricted traffic is defined as opening the roadway to full width including shoulders as approved by the Representative with no further need for traffic restrictive devices.

Leach Creek is classified as a wild trout stream by the PA Fish and Boat Commission. No in-stream work is allowed during the restricted period from October 1st to December 31st of any year unless approved erosion and sediment pollution control measures are in place and maintained prior to start of restricted period. Instream work includes but is not limited to the installation, re-setting, phasing, maintenance, or removal of any erosion and sediment pollution control measure or any items of work located along the bank or within Leach Creek. Erosion and sediment pollution control measures cannot be disturbed, moved, or reset during the restricted period.

The contractor is fully responsible for complying with all non-Department permits as well as the construction schedule as required in this contract.

No additional contract time will be permitted for alternate temporary stream diversion concept submissions, review or permitting. The contractor is responsible for acquiring Department acceptance for all alternate temporary stream diversion submissions prior to

Page 17 of 98September 22, 2026 15:39:20 PM submitting for a DEP permit modification. A minimum of 5 calendar days of review time is required by the Department for each contractor submission. The contractor is required to provide the Department with all waterway permit modification documents for submission to DEP. All permit modification submissions will be made by the Department through the KEES system. The Department is not responsible for permit review times required by DEP.

Immediately remove any stone or debris that adversely enters or impacts the stream during construction activities. Removal of stone or debris that enters the stream during construction activities is considered incidental.

Do not store equipment or stockpile material in any wetland or waterway. Do not park any equipment or vehicles overnight near any waterway that would allow oil, gas, hydraulic fluid, or other contaminants to enter the waterway.

For night work provide a work light on all equipment and provide flashing yellow lights on all trucks hauling material on the project.

Work lights and approved revolving yellow lights are to be operating at all times while the equipment is within the project limits.

For night work provide the necessary number of illumination devices to satisfactorily illuminate the work area. Illuminate the work area to the satisfaction of the Department Representative. These illumination devices will be considered incidental to the item of work being performed and will not be paid separately.

Submit an illumination plan for Department review and approval three weeks prior to the need for illumination.

Painting operations are to be performed under short-term traffic control. A mobile containment system will be required.

To ensure a take for Northern Long-Eared Bat will not occur, no tree removal is to be conducted from May 15 through August 15.

Theodore Street, Court Street and SR 8029 Ramp C Detours: Contact the City of Scranton at least one month prior to the start of the detour to coordinate EMS.

Court Street and Theodore Street cannot be detoured concurrently.

Drainage work for SR 8029-P02 retaining wall to be completed while Stage 1 Traffic Control is in place for SR 11 over Main Ave.

SR 11 over N. Main Avenue: Traffic Control on SR 11 (Stages 1 and 2) and N. Main Ave (Stages 3 and 4) cannot be in place concurrently.

SR 11 over Keyser Avenue: Traffic Control on SR 11 (Stages 1 and 2) and Keyser Ave (Stages 3 and 4) cannot be in place concurrently.

Contractor is liable for any and all cold-weather curing per Publication 408.

The contractor is responsible for securing and maintaining the security of the construction site.

Maintain all drainage inlets during construction. Provide filter bags or compost filter bags as required.

Project Specific Details:

Special Provision: G50B - a00050 APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL) Addendum:

APPLICABLE DESIGNATED SPECIAL PROVISIONS (FEDERAL)

Provision Body:

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APPLICABLE DESIGNATED SPECIAL PROVISIONS. The following Designated Special Provisions are found in Appendix C and apply to this bid proposal.

DSP7. Disadvantaged Business Enterprise (DBE) Requirements for Federally-funded Construction Projects.

DSP8. F.A.R. - Required Contract Provisions Federal-Aid Construction Contracts FHWA-1273 (Revised October 23, 2023). Also attached to the Proposal/Contract.

DSP9. Special Supplement - Anti-Pollution Measures - August 26, 1999.

DSP12. Executive Order 11246, with Appendix A and B.

DSP13. Buy America.

DSP15. Commonwealth Standard Terms and Conditions.

DSP16. Lobbying Certification Form. (Form is located in ECMS File Cabinet and must be completed and uploaded to the Contractor Checklist in ECMS).

DSP17. Federal Audit Clause.

DSP19. The United States Department of Transportation (USDOT) Standard Title VI/Non-Discrimination Assurances.

DSP20. FAR 52.240-1 Prohibition on Unmanned Aircraft Systems Manufactured or Assembled by American Security Drone Act- Covered Foreign Entities.

Special Provision: G113B - a00113 CONTRACT PROVISIONS - RIGHT-TO-KNOW LAW

CONTRACT PROVISIONS - RIGHT TO KNOW LAW

Provision Body:

I. Contract Provisions – Right to Know Law 8-K-1532

a. The Pennsylvania Right-to-Know Law (RTKL), 65 P.S. §§ 67.101-3104, applies to this Contract.

b. If the Department needs assistance in any matter arising out of the RTKL related to this Contract, the Department will notify the Contractor using the legal contact information provided in this Contract. The Contractor, at any time, may designate a different contact for such purpose upon reasonable prior written notice to the Department.

c. Upon written notification from the Department that it requires assistance in responding to a request under the RTKL for information related to this Contract that may be in the Contractor’s possession, constituting, or alleged to constitute, a public record in accordance with the RTKL (“Requested Information”), the Contractor will:

1. Provide the Department, within 10 calendar days after receipt of written notification, access to, and copies of, any document or information in the Contractor’s possession arising out of this Contract that the Department reasonably believes is Requested Information and may be a public record under the RTKL; and

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2. Provide such other assistance as the Department may reasonably request, in order to comply with the RTKL with respect to this Contract.

d. If the Contractor considers the Requested Information to include a request for a Trade Secret or Confidential Proprietary Information, as those terms are defined by the RTKL, or other information that the Contractor considers exempt from production under the RTKL, notify the Department and provide, within 7 calendar days of receiving the written notification, a written statement signed by a representative of the Contractor explaining why the requested material is exempt from public disclosure under the RTKL.

e. The Department will rely upon the written statement from the Contractor in denying a RTKL request for the Requested Information unless the Department determines that the Requested Information is clearly not protected from disclosure under the RTKL. Should the Department determine that the Requested Information is clearly not exempt from disclosure, provide the Requested Information within 7 calendar days of receipt of written notification of the Department’s determination.

f. Failing to provide the Requested Information within the time period required by these provisions, indemnify and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of this failure, including any statutory damages assessed against the Department.

g. The Department will reimburse the Contractor for any costs associated with complying with these provisions only to the extent allowed under the fee schedule established by the Office of Open Records or as otherwise provided by the RTKL if the fee schedule is inapplicable.

h. The Contractor may file a legal challenge to any Department decision to release a record to the public with the Office of Open Records, or in the Pennsylvania Courts, however, indemnify the Department for any legal expenses incurred by the Department as a result of such a challenge and hold the Department harmless for any damages, penalties, costs, detriment or harm that the Department may incur as a result of the failure, including any statutory damages assessed against the Department, regardless of the outcome of such legal challenge. As between the parties, agree to waive all rights or remedies that may be available as a result of the Department’s disclosure of Requested information pursuant to the RTKL.

i. The Contractor’s duties relating to the RTKL are continuing duties that survive the expiration of this Contract and continue as long as the Requested Information remains in the Contractor's possession.

Special Provision: C164B - a00164 CHANGES TO SPECIFICATIONS: SECTION 106

CHANGES TO SPECIFICATIONS: SECTION 106

Provision Body:

SECTION 106—CONTROL OF MATERIAL

106.10(a) Buy America Provisions. Revise last paragraph to read as follows:•

Products manufactured of foreign steel or iron materials may be used, provided the cumulative cost of such products as they are delivered to the project does not exceed 0.1% of the total contract amount, or $2,500, whichever is greater.

Add 106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS.•

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106.11 BUILD AMERICA, BUY AMERICA ACT PROVISIONS—

(a) Build America, Buy America Act. The Federal Bipartisan Infrastructure Law (Public Law 117-58) includes the Build America, Buy America Act that requires all iron, steel, manufactured products, and construction materials used to be produced in the United States.

The term produced in the United States defined as:

1. Iron or Steel Products. All manufacturing processes from the initial melting stage through the application of coatings occurred in the United States according to Section 106.10(a).

2. Manufactured Product. Final assembly of all manufactured products permanently incorporated into the project must be manufactured in the United States.

2.a A manufactured product, not predominantly steel or iron, is defined as an article, material, or supply that has been processed into a specific form and shape, or combined with other articles, materials, or supplies to create a product with different properties than the individual articles, materials, or supplies.

2.b Predominantly steel or iron is defined as greater than or equal to 50 percent of the total cost of the manufactured product.

2.c Manufactured products that are predominantly steel or iron must comply with Buy America provisions according to Section 106.10(a).

2.d If an article, material, or supply meets this definition but could also be classified as an excluded material or other product category, that article, material, or supply is not a manufactured product.

2.e Mixtures of excluded materials delivered to a work site without final form for incorporation into a project are also not manufactured products.

2.f Manufactured products where the final assembly did not occur in the United States may be used, provided the cumulative cost of such manufactured products is no more than the lesser of $1 million or 5% of total applicable costs for the project.

3. Construction Materials.

3.a All manufacturing processes for construction materials occurred in the United States.

3.b Construction materials includes an article, material, or supply that is or consists primarily of:

non-ferrous metals,• plastic and polymer-based products including polyvinylchloride, composite building materials, and polymers used in fiber optic cables, glass including optic glass,• lumber, or• drywall•

Items that consist of two or more of the listed materials that have been combined together through a manufacturing process, and items that include at least one of the listed materials combined with a material that is not listed through a manufacturing process, should be treated as manufactured products, rather than as construction materials.

3.c Limitation with Respect to Aggregates. Shall not include cement and cementitious materials, aggregates such as stone, sand, or gravel, or aggregate binding agents or additives.

3.d Construction materials where all manufacturing processes did not occur in the United States may be used, provided the cumulative cost of such construction materials is no more than the lesser of $1 million of 5% of total applicable costs for the project.

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Special Provision: C171A - a00171 CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Addendum:

CHANGES TO SPECIFICATIONS: SECTIONS 313, 314, 360, 410, 412, and 413

Provision Body:

SECTION 313—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, BASE COURSE

Section 313.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the base course to the compacted depth indicated and within the specified tolerance. On the top lift and in the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed base course and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with the mixture used to construct the course.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 314—SUPERPAVE ASPHALT MIXTURE DESIGN, STANDARD CONSTRUCTION, ASPHALT RICH BASE COURSE

Section 314.3(m) Tests for Depth. Revise to read as follows:•

(m) Tests for Depth.

(m) Tests for Depth. Replace with the following:

Control the loose depth of each layer to construct the ARBC to the compacted depth indicated and within the specified tolerance. In the presence of the Inspector, drill full-depth cores at one random location selected by the Inspector according to PTM No. 1 in each 3,000 square yards of completed ARBC and at other locations the Inspector suspects are deficient. After the Inspector completes depth measurements, backfill, compact, and seal core holes with ARBC.

The Inspector will measure the full-depth cores according to PTM No. 737. Pavement deficient in depth by 1/2 inch or more and that cannot be satisfactorily corrected is defective. Immediately delineate the limits of pavement deficient in depth from the core location by proceeding longitudinally, forward and backward, obtaining additional pavement cores every 50 feet until the depth is less than 1/2 inch deficient of the design depth. The defective course will be the full width of the affected lane.

SECTION 360—ASPHALT TREATED PERMEABLE BASE COURSE

Section 360.2(e)3. Production. Revise to read as follows:•

3. Production. During the first day of production, take at least three asphalt content and gradation tests to verify the mixture conforms to the JMF. After the first day, perform tests for asphalt content and aggregate gradation according to the QC Plan and PTM No. 1. Produce ATPBC conforming to the gradation requirements in Table A and with an asphalt content within 0.8% of the JMF (n=1). Ensure the aggregate is uniformly coated with asphalt and no runoff of excess asphalt is observed.

Section 360.3(m). Tests for Depth. Revise to read as follows:•

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(m) Tests for Depth: Binder and Wearing Courses. Replace with the following:

Carefully dig or drill one random 6-inch diameter test hole selected by the Representative according to PTM No. 1 to the full depth of the ATPBC for each 3,000 square yards, or less, of completed base course. The Representative may require additional test holes in areas the Representative suspects are deficient in depth. The Representative will measure the depth of the base course. Using material acceptable to the Representative, backfill the test holes and compact the material to fill the test hole flush with the completed base course.

ATPBC deficient in depth by 1/2 inch or more is defective. Immediately delineate the limits of ATPBC deficient in depth from the location by proceeding longitudinally, forward and backward, obtaining additional test holes every 50 feet until the depth is less than 1/2 inch deficient of the indicated depth. The defective course will be the full width of the affected lane.

SECTION 410—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT FINE-

GRADED COURSES

Section 410.3. CONSTRUCTION. Revise to read as follows:•

410.3 CONSTRUCTION—Section 413.3 using the test procedures, limits, and tolerances for a 9.5 mm nominal maximum aggregate size mixture except where procedures, limits and tolerances are specifically indicated for a 9.5 mm fine-graded nominal maximum aggregate size mixture and as modified as follows:

Revise Table G to include 9.5 mm Fine Grade Wearing Course as follows:

TABLE G

Mixture Minimum Indicated Compacted Depths

Mixture Minimum Depth

9.5 mm Fine Grade Wearing Course 1 inch

SECTION 412—SUPERPAVE MIXTURE DESIGN, CONSTRUCTION OF PLANT-MIXED 6.3 MM ASPHALT OVERLAY COURSES

Section 412.3(a)2. Preplacement Meeting. Revise to read as follows:•

2. Preplacement Meeting. At least 2 weeks before placing asphalt paving mixtures, schedule an asphalt preplacement meeting with the Representative to review at a minimum the specification, paving operation QC Plan, sequence of paving operations, asphalt mixture temperature checks, mixture acceptance, density acceptance and the care and custody of asphalt acceptance samples.

Section 412.3(h)1.a. Placing. Revise to read as follows:•

1.a Placing. Unless otherwise allowed, deliver, place, and compact 6.3 mm paving mixtures during daylight hours. Ensure the mixture does not contain lumps of cold material. Deliver and place 6.3 mm paving mixtures at the laying temperatures specified in Table B.

Material placed outside the temperature limits as specified in Table B is defective.

Utilize a Material Transfer Vehicle (MTV) as specified in Section 108.05(c)5 for 6.3 mm paving mixtures unless otherwise approved by the Representative.

Section 412.4(a)4.b. Dispute Resolution. Revise TABLE H to read as follows:•

TABLE H

Dispute Resolution Retest Cost Table

Test Method Mixture Acceptance Retest Cost if Retest Results Indicate

Mixture Acceptance Retest Cost if Retest Results Indicate

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100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were met for Partial Lots (n < 3)**

< 100% Pay Factor(s) for Full Lots (n > 3)* or Single Sample (n=1) Requirements in Table B were not met for Partial Lots (n < 3)**

PTM No.

702/739 $900 $3,500

PTM No. 757 $500 $2,000

* For full lots (n ≥ 3) where the original test results indicated a defective lot, only the pay factor(s) where original test results indicated a defective lot for asphalt content or percent passing the 75 μm (No. 200) sieve will be utilized to determine the retest cost.

** For partial lots (n < 3) where the original test results indicated a pay parameter (asphalt content, percent passing the 75 µm (No. 200) sieve, or both) did not meet the Single Sample (n = 1) requirements in Table B, only the pay parameter(s) that did not meet the Single Sample (n =1) requirements will be utilized to determine the retest cost.

SECTION 413—SUPERPAVE MIXTURE DESIGN, STANDARD AND RPS CONSTRUCTION OF PLANT-MIXED ASPHALT

COURSES WITH PERCENT WITHIN LIMITS AND LTS TESTING (PWS-LTS)

Section 413.2(e)1. Recycled Asphalt Material. Revise to read as follows:•

1. Virgin Material Mixtures. Size, uniformly grade, and combine aggregate fractions, asphalt binder, and either WMA Technology additive(s) or modifier(s) in proportions to produce a JMF that conforms to the material, gradation, and volumetric Superpave Asphalt Mixture Design requirements according to Bulletin 27, Chapter 2A. Produce an asphalt mixture for the specified nominal maximum aggregate size and design ESALs except as procedurally modified by the WMA Technology Manufacturer Technical Representative (Technical Representative) to address laboratory procedures when preparing, compacting and testing asphalt mixtures to achieve a uniform blend. Special additive(s) or modifier(s) need not be used if mixture temperature, workability, and compaction can be achieved solely through plant mechanical modification to produce foamed asphalt. Do not incorporate the WMA Technology additive, modifier or process during the volumetric asphalt mixture design process, so that the JMF volumetrics and material percentages are based on a mixture with no WMA Technology. Only use the WMA Technology additive, modifier or process to evaluate results from moisture susceptibility testing during the mix design process. Develop an asphalt mixture JMF, then incorporate the WMA Technology additive, modifier, or process into that JMF during production. Create an asphalt JMF cover sheet (Form TR-448A) for approval containing the WMA Technology used, additive dosage rate or percent water added for foaming, material code, and the TSR data from the moisture susceptibility testing.

Submit a copy of each completed JMF, signed by a certified Asphalt Level 2 plant technician, to the DME/DMM at least 3 weeks before the planned start of mixture production. Include a list of all material sources and the asphalt mixture producer in the JMF.

Provide the calibration factors (Cf and 200 Cf) according to PTM No. 757 with the JMF. Do not start mixture production until after the DME/DMM reviews the JMF.

Submit a new JMF with a change in material sources or if a new JMF is necessary to produce a mixture conforming to this specification.

No additional revisions were made to Section 413.2(e)1.•

Section 413.2(e)1.d.5. Volumetric Analysis of Compacted Specimens. Revise TABLE A as follows:•

TABLE A

Job-Mix Formula Composition Tolerance Requirements of the Completed Mix

Single Sample (n=1) Multiple

Samples (n > 3)

Gradation Passing 12.5 mm (1/2 inch) and Larger Sieves +8% +6% Passing 9.5 mm (3/8 inch) to 150 µm (No. 100) Sieves (Inclusive) +6% +4%

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Passing 75 µm (No. 200) Sieve +3.0% +2.0% Asphalt Content

19.0 mm Asphalt mixtures and smaller +0.7% +0.4%

25.0 mm Asphalt mixtures and larger +0.8% +0.5%

Temperature of Mixture (F)

Class of Material

Type of Material

Chemical, Organic, Foaming Additives

Minimum*

Mechanical Foaming Equipment/Process

Minimum* Maximum*

PG 58S-28 Asphalt Binder 215 230 310 PG 64S-22 Asphalt Binder 220 240 320 PG 64E-22 Asphalt Binder 240 260 330

All other Binders Asphalt Binder

The higher of 215 or the minimum temp.

specified in Bulletin 25 minus 45F

The higher of 230 or the minimum temp.

specified in Bulletin 25 minus 30F

As specified in Bulletin

* Outline in the Producer QC Plan and follow more restrictive temperature requirements provided by the WMA technology manufacturer or Technical Representative(s) for…