Amendment A004_R1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A004 02/18/2020 N/A See block 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

69056720B000007

9B. DATED (SEE ITEM 11)

01/10/2020

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers (__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

MT Phillips 364(1), Short Oil Road

See page 2

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A004, dated 02-18-2020 MT Phillips 364(1) Solicitation No. 69056720B000007 Short Oil Road

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-9. Adds Items 40101-5600 and 40105-3000; and Deletes Item 40301-0100.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Solicitation Table of Contents. Revises Table Pages iii through iv, Special Contract Requirements Table of Contents. Revises Table Pages F-1 through F-1a, Section 204, Excavation and Embankment. Adds requirements.

Page F-1b, Section 302, Minor Crushed Aggregate. Revises page number of first page.

Pages F-4 through F-5, Section 403, Asphalt Concrete. Deletes requirements.

Pages F-5a through F-5v, Section 401, Asphalt Concrete Pavement by Gyratory Mix

Design Method. Adds requirements.

Pages G-1 through G-1a, Section 703, Aggregate. Adds requirements.

Page G-1b, Section 718, Traffic Signing and Marking Material. Revises page number of first page.

PLANS

Plan Sheets #B.1 through #B.2 Revises Summary of Quantity Sheets.

Plan sheet #C.1 Revises Typical Section Quantity Table.

Plan sheet #C.2 Revises callout on Typical Section M.P. 0.00 – 3.87

Pavement Detail.

Plan sheet #E.1 Revises Approach Road Quantity Table; and Adds

Footnote 3.

Plan sheet #E.2 Revises callout on Approach Profile Detail – Type

B Approaches.

ENCLOSURES

Pages:

Solicitation Table of Contents iii through iv A-7 through A-10 F-1 through F-1b F-4 through F-5v G.1 through G1b

Plan Sheets

B.1 through B.2 C.1 through C.2 E.1 through E.2

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

Table of Contents Project: MT PHILLIPS 364(1), Short Oil Road

TABLE OF CONTENTS

08/01/19–FP14

DESCRIPTION PAGE

Notice to Bidders ........................................................................................................................ A-1

Solicitation, Offer, and Award (SF 1442) ................................................................................... A-3

Bid Schedule ............................................................................................................................... A-7

Solicitation Provisions ................................................................................................................ B-1

Contract Clauses ......................................................................................................................... C-1

General Wage Decision .............................................................................................................. D-1

SCRs Table of Contents

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

Division 100 ..................................................................................................................... E-1

Division 150 ................................................................................................................... E-22

Division 200 ..................................................................................................................... F-1

Division 300 ................................................................................................................... F-1b

Division 400 ..................................................................................................................... F-4

Division 600 ..................................................................................................................... F-7

Division 700 .................................................................................................................... G-1

(Reserved) ................................................................................................................................... H-1

(Reserved) ..................................................................................................................................... I-1

Fire Protection and Suppression Plan .......................................................................................... J-1

Revised by Amendment A004 iii

Special Contract Requirements Project: MT PHILLIPS 364(1), Short Oil Road

SCR TABLE OF CONTENTS

SPECIAL CONTRACT REQUIREMENTS (SCR)

The following Special Contract Requirements amend and supplement the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-14), U.S. Department of Transportation, Federal Highway Administration.

DIVISION 100 GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS ................................................. E-1 Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT .............................. E-2 Section 103. — SCOPE OF WORK ...................................................................................... E-3 Section 104. — CONTROL OF WORK ............................................................................... E-5 Section 105. — CONTROL OF MATERIAL ....................................................................... E-6 Section 106. — ACCEPTANCE OF WORK ........................................................................ E-9 Section 107. — LEGAL RELATIONS AND

RESPONSIBILITY TO THE PUBLIC ..................................................... E-11 Section 108. — PROSECUTION AND PROGRESS ......................................................... E-13 Section 109. — MEASUREMENT AND PAYMENT ....................................................... E-16

DIVISION 150 PROJECT REQUIREMENTS

Section 152. — CONSTRUCTION SURVEY AND STAKING ....................................... E-22 Section 153. — CONTRACTOR QUALITY CONTROL .................................................. E-25 Section 154. — CONTRACTOR SAMPLING AND TESTING ........................................ E-29 Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS ........................... E-30 Section 156. — PUBLIC TRAFFIC .................................................................................... E-34 Section 157. — SOIL EROSION AND SEDIMENT CONTROL...................................... E-35

DIVISION 200 EARTHWORK

Section 204. — EXCAVATION AND EMBANKMENT .................................................... F-1

DIVISION 300 AGGREGATE AND BASE COURSES

Section 302. — MINOR CRUSHED AGGREGATE ......................................................... F-1b Section 303. — ROAD RECONDITIONING ....................................................................... F-3

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 403. — ASPHALT CONCRETE ............................................................................. F-4 Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY MIX

DESIGN METHOD .................................................................................. F-5a Section 412. — ASPHALT TACK COAT ............................................................................ F-6 iv

Project: MT PHILLIPS 364(1), Short Oil Road

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 622. — RENTAL EQUIPMENT .............................................................................. F-7 Section 623. — GENERAL LABOR .................................................................................... F-8 Section 634. — PERMANENT PAVEMENT MARKINGS ................................................ F-9 Section 635. — TEMPORARY TRAFFIC CONTROL ..................................................... F-10

DIVISION 700 MATERIAL

Section 703. — AGGREGATE ............................................................................................ G-1 Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL ............................. G-1b

A-7

BID SCHEDULE

Bidder/Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the corrected unit price extension shall govern.

When the word "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:MT PHILLIPS 364(1)

Project Name:Short Oil Road A004 Revised by Amendment A004

A-8

Contract Quantity Pay Items

20303-1600 REMOVAL OF PAVEMENT, ASPHALT

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0100 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0120 15801-0000 WATERING FOR DUST CONTROL

50 MGAL $____________ $____________

A0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

54,491 SQYD $____________ $____________

A0160 20402-0000 SUBEXCAVATION

3,800 CUYD $____________ $____________

A0180 20411-0000 SELECT BORROW

6,500 TON $____________ $____________

A0200 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C (NONWOVEN)

9,500 SQYD $____________ $____________

A0220 20703-2000 GEOGRID, STABILIZATION

9,500 SQYD $____________ $____________

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2

7,250 TON $____________ $____________

A0260 30205-0500 ROADWAY AGGREGATE, SHOULDER FINISHING

7.74 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-9

A0280 30301-4000 ROADBED RECONDITIONING

3.870 MILE $____________ $____________

A004 A0291 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH OR 3/4-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (TYPE II

PAVEMENT ROUGHNESS)

9,150 TON $____________ $____________

A004 A0295 40105-1000 ANTISTRIP ADDITIVE, TYPE 1

92 TON $____________ $____________

A004 A0300 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

9,150 TON $____________ $____________

A0320 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

A0340 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

10 HOUR $____________ $____________

A0360 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

10 HOUR $____________ $____________

A0380 62301-0000 GENERAL LABOR

20 HOUR $____________ $____________

A0400 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (WHITE)

720 LNFT $____________ $____________

A0420 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID (YELLOW)

82,000 LNFT $____________ $____________

A0440 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

A0460 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

126 SQFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A-10

A0480 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

200 HOUR $____________ $____________

A0500 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,100 FXHR $50.00 $55,000.00

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

F-1 DIVISION 200

Project: MT PHILLIPS 364(1), Short Oil Road

DIVISION 200

EARTHWORK

Section 204. — EXCAVATION AND EMBANKMENT

204.05 Conserved Topsoil. Delete the text of this Subsection and substitute the following:

Conserving topsoil is not required. Placing conserved topsoil according to Section 624, and Turf Establishment according to Section 625 is also not required.

F-1a DIVISION 200

(This page intentionally left blank)

F-1b DIVISION 300

Project: MT PHILLIPS 364(1), Short Oil Road

DIVISION 300

AGGREGATE AND BASE COURSES

Section 302. — MINOR CRUSHED AGGREGATE

Description

302.01 Add the following:

This work consists of furnishing and placing crushed aggregate on a prepared surface for shoulder finishing on a prepared surface.

Construction Requirements

302.03 Preparing Surface. Amend as follows:

Add the following after item (b) in the first paragraph:

(c) Shoulder finishing. Remove slide material, vegetation, and other debris from existing shoulders including shoulders in parking areas, turnouts, and other widened areas. Repair soft and unstable areas according to Subsection 204.07. Reshape shoulders to the widths and slopes shown in the plans. Dispose of waste at designated sites or according to Subsection 204.14.

302.04 Placing Crushed Aggregate. Amend as follows:

Add the following after item (b) in the first paragraph:

(c) Shoulder finishing. Mix the aggregate and adjust the moisture content to obtain a uniform mixture. Adjust the moisture content to a level suitable for compaction. Spread and shape in uniform layers not to exceed 6 inches (150 millimeters) compacted thickness. Where more than one layer is necessary, compact the underlying layer according to Subsection 302.05.

302.05 Compacting and Finishing Crushed Aggregate. Amend as follows:

Add the following after item (b) in the first paragraph:

(c) Shoulder finishing. Uniformly compact each layer to ensure it does not exhibit heaving, pumping, rutting, or shearing. Finish surface according to Subsection 301.06.

302.06 Acceptance. Amend as follows:

Add the following after the fourth paragraph:

Shoulder finishing will be evaluated under Subsections 106.02 and 106.04.

Delete Table 302-1 and substitute the following:

F-4 DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

DIVISION 400

ASPHALT PAVEMENTS

AND SURFACE TREATMENTS

Section 403. — ASPHALT CONCRETE

11/05/15– FP-14

Description

403.01 Add the following:

Asphalt binder is designated according to AASHTO M 320.

Asphalt binder grade for this project is PG 58-34.

Construction Requirements

403.02 Composition of Mix (JMF). (a) Type I. Delete the text of this subsection and substitute the following:

Submit a JMF meeting the requirements of Section 401 of the Montana Department of Transportation 2014 Standard Specifications for Road and Bridge Construction. Nominal maximum aggregate size for this JMF is 1/2-inch or 3/4-inch. Submit a Montana Department of Transportation JMF approved within the past 12 months for approval at least 30 days before production. For each proposed JMF, submit a production certification conforming to Montana Department of Transportation specifications.

Delete Table 403-1.

403.12 Acceptance. Delete Table 403-2 and substitute the following:

Revised by Amendment A001

F-5 DIVISION 400

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F-5a DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

Section 401. — ASPHALT CONCRETE PAVEMENT BY

GYRATORY MIX DESIGN METHOD

03/25/19–FP14

Description

401.01 Delete the text of this Subsection and substitute the following:

This work consists of constructing one or more courses of asphalt concrete pavement using hot or warm mix asphalt (HMA or WMA).

Asphalt concrete pavement nominal maximum size aggregate size is designated according to Tables 401-1 and 703-4. Equivalent single axle loads (ESAL) or number of gyrations at design (NDesign) is designated according to Table 401-1.

Pavement roughness type is designated according to Subsection 401.16. When no roughness type is designated use Type IV.

Asphalt binder is designated according to AASHTO M 320.

Asphalt binder grade for this project is PG 58-34.

Antistrip additive type is designated according to Subsection 702.05.

Use 1 percent type 3 (lime) in all mixes. Type 1 (liquid) antistrip may be used in lieu of type 3 (lime) antistrip, if additive is allowed for use by the state department of transportation and meets the requirements in Subsection 401.03.

Construction Requirements

401.03 Composition of Mix (JMF). Add the following:

Provide documentation that demonstrates that the proposed type 1 (liquid) antistrip is allowed for use by the state department of transportation within the past 12 months. If type 1 (liquid) antistrip additive is included in the JMF, the minimum liquid antistrip additive is the minimum amount required to meet the design parameters in Table 401-1A.

F-5b DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

Table 401-1A Type 1 (liquid) Antistrip Requirements

Parameters Value

Hamburg Wheel-Track Testing, AASHTO T 324 (1)

Rut Depth at 15,000 passes, max., mm Stripping Inflection Point

None (1)Test all specimens at 45°C. Test all specimens to 20,000 passes. Perform two tests at each additive rate and perform one set of control specimens with no additive.

401.03(c)(1) Aggregate and mineral filler. Delete paragraph (a)(2) and substitute the following:

(a)(2) Designate target values within the gradation band specified for the nominal maximum size aggregate grading shown in Table 703-4. Allowable deviations are shown in Table 703-5;

401.03(c)(3) Antistrip Additive. Delete the text of this Subsection and substitute the following:

(a)Type 1 (liquid) antistrip additive if part of the JMF:

(1) Target liquid antistrip additive dosage rate by weight of total binder;

(2) Test results according to AASHTO T 324, including:

(a) Mixing temperature for the specimens

(b) Compaction temperature for the specimens

(c) Air Void content for each specimen

(d) Hamburg curve plotting rut depth versus number of passes for each test

(3) 1 pint (0.5 liter) of liquid antistrip additive;

(4) Name of product;

(5) Manufacturer; and

(6) Manufacturer’s MSDS and product data sheets.

(b)Type 3 (lime) antistrip additive if part of the JMF:

(1) 2 pounds (0.9 kilograms) of lime antistrip additive;

(2) Name of product;

(3) Manufacturer; and

(4) Manufacturer’s MSDS and product data sheets.

F-5c DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

401.03(d)(4) Delete this Subsection, including Table 401-1, and substitute the following:

(4) Voids in mineral aggregate (VMA). The Contractor's VMA result is verified if the CO's result is within the specification limit in Table 401-1.

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F-5e DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

401.05(a) Pavers. Delete paragraph (9).

401.14 Compacting. Add the following to the third paragraph:

Obtain cores as soon as the pavement has cooled sufficiently to allow coring, but not later than 12 hours after final rolling.

401.16 Pavement Roughness. Delete the text of this Subsection and substitute the following:

Measure the profile of the pavement surface according to the designated pavement roughness type.

In addition, construct pavement surfaces to meet the requirements of Subsection 401.16(e).

(a) Profile measurement. The CO will use profile measurements to determine the Mean Roughness Index (MRI) values for the traveled way using the current version of Profile Viewer and Analysis (ProVAL) software. The CO will also determine areas of localized roughness.

The MRI and areas of localized roughness will be used to determine payment for the designated pavement roughness type and pavement areas requiring surface corrections.

(1) Equipment. The CO will provide and operate an ASTM E950, Class 1 inertial profiling system conforming to AASHTO M 328 and certified according to AASHTO R 56.

(2) Personnel. Furnish flaggers, pilot car operations, or other temporary traffic control according to Section 635 as required.

(3) Measuring. The CO will identify the beginning and ending points of the profile measurements. The pavement profile will be measured in both wheel paths using a sensor path spacing of 65 - 71 inches (1650 - 1800 millimeters) and centered in the traveled way of the lane. The inertial profiler will be operated according to AASHTO R 57 and the manufacturer’s recommendations. Filters will not be applied when collecting profile data.

Filtering will be applied during profile analysis in ProVAL. Profile data (elevation and distance) will be collected at a maximum interval of 2 inches (50 millimeters). A lead-in distance of at least 150 feet (45 meters) after reaching the testing speed will be provided and the profiler’s automatic start/stop activation will be used when collecting data.

The CO will identify excluded areas. Cattle guards, bridges not being overlaid, and turning lanes, passing lanes, side roads, and ramps less than 1,000 feet (300 meters) in length will be excluded from profile measurement, the calculation of MRI, and the determination of localized roughness. Event markers will be used to mark areas to be excluded from profile measurement.

The CO will not measure excluded areas. Measure excluded areas with a straightedge according to Subsection 401.16(e).

F-5f DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

(4) Evaluation. The CO will review and analyze profile measurements. The MRI will be calculated from profile measurements using ProVAL.

Using ProVAL, a high pass filter length of 300 feet (90 meters) and a low pass filter of 10 inches (250 millimeters) will be applied to the profiles. Individual MRI values are determined by averaging the IRI value from each wheel path. Fixed interval MRI values are reported as an average of the individual MRI values over the fixed interval length. An overall MRI value will be determined by averaging the individual MRI values, excluding segments less than 25 feet (7.62 meters) for Type I and Type II pavement roughness or 528 feet (161 meters) for Type III pavement roughness.

Areas of localized roughness will be identified by using ProVAL’s continuous MRI function with a segment length of 25 feet (7.62 meters). This will yield an average MRI value and a length for each area of localized roughness which exceeds the localized roughness threshold value of every possible 25-foot (7.62-meter) segment. Areas for which the continuous report exceeds the threshold MRI value for the specified roughness type will be considered a defective area requiring correction. When corrections are not allowed, a reduction in payment will be applied according to Subsection 401.16(f). No deduction will be made for areas of localized roughness identified within 12.5 feet (3.81 meters) of the beginning or end of a profile section or within 12.5 feet (3.81 meters) of excluded areas.

Measure these areas with a straightedge according to Subsection 401.16(e).

Correct areas of localized roughness according to Subsection 401.16(g).

(b) Type I pavement roughness. The CO will measure the profile of the initial pavement surface before construction activities disturb the existing pavement surface. The initial pavement surface is defined as the existing pavement surface before construction activities begin. The localized roughness threshold computed to the nearest whole number for Type I pavement roughness is equal to the following:

Localized Roughness Threshold = Initial Overall MRI + 1.881(S25) where:

Initial Overall MRI = MRI obtained before construction activities begin.

S25 = sample standard deviation of the 25 foot (7.62 meters) fixed interval MRI values.

Do not proceed with work that will disturb the initial pavement surface until the CO’s analysis is complete.

The CO will measure the profile of the final pavement surface before placing a surface treatment and within 21 days of completing roadway paving. The original overall surface MRI will be used in conjunction with the final overall MRI to determine an overall percent improvement for the entire traveled way.

F-5g DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

The overall percent improvement in MRI will be determined to one decimal place for the traveled way according to the following formula:

% Improvement = [(Initial Overall MRI – Final Overall MRI) / Initial Overall MRI] × 100

Table 401-3 will be used to determine the final pay factor (PFrough) for the traveled way to two decimal places. When the percent improvement is less than 25.0 percent and the final overall MRI value is less than or equal to 70.0 inches per mile (1.105 meters per kilometer), Type III-A from Table 401-5 will be used to determine the final PFrough.

Correct areas of localized roughness according to Subsection 401.16(g). If a pavement has an overall negative percent improvement, place a minimum 1-inch (25-millimeter) overlay over the entire paved surface.

F-5h DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

Table 401-3 Type I Pavement Roughness Pay Factors

Type I-A

Percent Improvement

Pay Factor (PFrough)

Greater than 50.0 PF = 1.05

47.6 – 50.0 PF = 1.04

45.1 – 47.5 PF = 1.03

43.6 – 45.0 PF = 1.02

42.1 – 43.5 PF = 1.01

25.0 – 42.0 PF = 1.00

24.0 – 24.9 PF = 0.99

23.0 – 23.9 PF = 0.98

22.0 – 22.9 PF = 0.97

21.0 – 21.9 PF = 0.96

20.0 – 20.9 PF = 0.95

19.0 – 19.9 PF = 0.94

18.0 – 18.9 PF = 0.93

17.0 – 17.9 PF = 0.92

16.0 – 16.9 PF = 0.91

15.0 – 15.9 PF = 0.90

14.0 – 14.9 PF = 0.89

13.0 – 13.9 PF = 0.88

12.0 – 12.9 PF = 0.87

11.0 – 11.9 PF = 0.86

10.0 – 10.9 PF = 0.85

5.0 – 9.9 PF = 0.80

0.0 – 4.9 PF = 0.70

Negative % Improvement Correct & overlay

(c) Type II pavement roughness. The CO will measure the profile of the initial pavement surface before construction activities disturb the pavement surface. The initial pavement surface is defined as the original existing pavement surface before construction activities begin.

The localized roughness threshold computed to the nearest whole number for Type II pavement roughness is equal to the following:

F-5i DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

Localized Roughness Threshold = Initial Overall MRI + 1.282(S25) where:

Initial Overall MRI = MRI obtained before construction activities begin.

(S25) = sample standard deviation of the 25-foot (7.62-meter) fixed interval MRI values.

Do not proceed with work that will disturb the initial pavement surface until the CO’s analysis is complete.

The CO will measure the profile of the final pavement surface before placing a surface treatment and within 21 days of completing roadway paving. The original overall surface MRI will be used in conjunction with the final overall MRI to determine an overall percent improvement for the entire traveled way.

The overall percent improvement in MRI will be determined to one decimal place for the traveled way according to the following formula:

% Improvement = [(Initial Overall MRI – Final Overall MRI) / Initial Overall MRI] × 100

Table 401-4 will be used to determine the final PFrough for the traveled way to two decimal places. When the percent improvement is less than 49.0 percent and the final overall MRI value is less than or equal to 70.0 inches per mile (1.105 meters per kilometer), Type III-A from Table 401-5 will be used to determine the final PFrough.

Correct areas of localized roughness according to Subsection 401.16(g). If a pavement has less than a 10.0 percent improvement, place a minimum 1-inch (25-millimeter) overlay over the entire paved surface

F-5j DIVISION 400

Table 401-4 Type II Pavement Roughness Pay

Factors

Type II-A

Percent Improvement

Pay Factor (PFrough)

Greater than 60.0 PF = 1.05

58.6 – 60.0 PF = 1.04

57.6 – 58.5 PF = 1.03

56.6 – 57.5 PF = 1.02

55.1 – 56.5 PF = 1.01

49.0 – 55.0 PF = 1.00

48.0 – 48.9 PF = 0.99

47.0 – 47.9 PF = 0.98

46.0 – 46.9 PF = 0.97

45.0 – 45.9 PF = 0.96

44.0 – 44.9 PF = 0.95

43.0 – 43.9 PF = 0.94

42.0 – 42.9 PF = 0.93

41.0 – 41.9 PF = 0.92

40.0 – 40.9 PF = 0.91

38.0 – 39.9 PF = 0.90

36.0 – 37.9 PF = 0.89

35.0 – 35.9 PF = 0.88

34.0 – 34.9 PF = 0.87

33.0 – 33.9 PF = 0.86

31.0 – 32.9 PF = 0.85

25.0 – 30.9 PF = 0.80

10.0 – 24.9 PF = 0.70

Less than 10.0 Correct & overlay

F-5k DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

(d) Type III pavement roughness. The CO will measure the profile of the final pavement surface before placing a surface treatment and within 21 days of completing roadway paving.

Pay factors from Table 401-5 will be used in conjunction with the long continuous histogram printout from ProVAL’s Smoothness Assurance Analysis function and by utilizing a long continuous 528-foot (161-meter) segment length for analysis. The final PFrough is equal to the sum of the products of the individual pay factors indicated in Table 401-5 multiplied by the ratio of individual lane miles (lane kilometers) to the overall project lane miles (lane kilometers) and by ProVAL’s corresponding histogram percentages, divided by 100. The final PFrough will be determined to three decimal places.

If the final overall MRI for the entire traveled way is greater than the values shown in Table 401-5, correct the traveled way according to Subsection 401.16(g).

Table 401-5 Type III Pavement Roughness

Pay Factors

Mean Roughness Index

(MRI)

Type III-A in/mi (m/km)

Pay Factor (PFrough)

Localized roughness threshold 140 in/mi (2.210 m/km)

If MRI of entire roadway is greater than 125 in/mi (1.973 m/km)

REJECT

Greater than 95.0 (1.50) 0.700

95.0 – 90.0 (1.50 – 1.42) 0.800

90.0 – 85.0 (1.42 – 1.34) 0.850

85.0 – 80.0 (1.34 – 1.26) 0.900

80.0 – 75.0 (1.26 – 1.18) 0.960

75.0 – 70.0 (1.18 – 1.10) 0.980

70.0 – 65.0 (1.10 – 1.02) 1.000

65.0 – 60.0 (1.02 – 0.94) 1.010

60.0 – 55.0 (0.94 – 0.86) 1.020

55.0 – 50.0 (0.86 – 0.78) 1.025

50.0 – 45.0 (0.78 – 0.70) 1.030

45.0 – 40.0 (0.70 – 0.62) 1.035

40.0 – 35.0 (0.62 – 0.54) 1.040

35.0 – 30.0 (0.54 – 0.46) 1.045 Less than 30.0 (0.46) 1.050

F-5l DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

(e) Type IV straightedge measurement. Use a 10-foot (3.0 meters) metal straightedge to measure at right angles and parallel to the centerline. Defective areas are deviations between the surface and the bottom of the straightedge exceeding ¼ inches (6 millimeters) measured between two contacts of the straightedge or deviations exceeding ¼ inches (6 millimeters) measured at the end of the straightedge. Correct defective areas according to Subsection 401.16(g).

(f) Localized roughness and straightedge measurement pay reduction. Each area of localized roughness exceeding the threshold MRI specified for the designated pavement roughness type will receive a reduction in payment according to Table 401-6.

Each defective area as determined by a 10-foot (3.0-meter) metal straightedge will receive a reduction in payment according to Table 401-6.

Table 401-6 Localized Roughness and Straightedge Measurement Pay Reductions

Type I Type II & IV Localized

Roughness Limit

MRI

Type III

Deduction per

Occurrence

Deduction per

Occurrence

Localized Roughness Limit MRI, in/mi

(m/km)

Deduction per

Occurrence

$200 $300 Computed MRI value per Subsection

401.16(b) for Type I

401.16(c) for Type II

401.16(d) for Type III

140.0 – 169.9 (2.208 – 2.680)

$300

170.0 – 179.9 (2.681 – 2.838)

$450

180.0 – 189.9 (2.839 – 2.995)

$600

190.0 – 199.9 (2.996 – 3.154)

$750

200.0 – 209.9 (3.155 – 3.311)

$900

210.0 – 219.9 (3.312 – 3.469)

$1,200

220.0 – 229.9 (3.470 – 3.626)

$1,500

230.0 – 239.9 (3.627 – 3.784)

$2,000

> 240.0 (3.785) $4,000

F-5m DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

(g) Defective area correction. Obtain approval before starting corrective work. Allow 7 days for review and approval of correction method proposal.

Correct defective areas by one of the following methods:

(1) Milling. Replace the defective area by milling at least one-half the pavement depth and repaving with the approved asphalt concrete mix. Mill the defective area according to Section 413.

(2) Saw cutting. Replace the defective area by saw cutting and removing the defective area and repaving with the approved asphalt concrete mix. Saw cut and remove the defective area according to Section 203.

(3) Grinding. Use a diamond blade machine to grind off the defective surface area. Provide the manufacturer and model of the equipment to be used. Identify the beginning and ending station of each grind location, the grinding depth, and lateral extent of grinding. Optimize the endpoints of the areas where a grinder is to be applied using ProVAL’s Smoothness Assurance function in conjunction with the grinding simulation function. Submit the type of seal to be placed after grinding is completed for approval. Place seals according to Section 409 or 410. Limit the grinding depth to 12.5 percent of the design pavement thickness. If grinding exceeds this depth, provide a minimum 1-inch (25-millimeter) overlay.

(4) Other. Submit a proposal for approval for other correction methods not listed above.

After corrections are made, the CO will re-measure the pavement profile according to Subsection 401.16(a). Data from the re-measurement will be analyzed to determine the MRI or percent improvement, areas of localized roughness, and the final PFrough. If correction and re-measurement of the surface is required, the maximum allowable pay factor under Subsection

401.19 is 1.00.

If corrections are not allowed, no adjustment will be made to the final PFrough or localized roughness pay deductions.

401.17 Acceptance. Delete paragraph (b) and substitute the following:

(b) VMA. The upper and lower specification limits are the values shown in Table 401-1. After the JMF has been verified according to Subsection 401.03 and 401.12, use the Contractor's combined coarse and fine bulk specific gravity of aggregate Gsb values to calculate VMA on field produced asphalt concrete mix samples;

F-5n DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

Measurement

401.18 Add the following:

Do not measure type 1 (liquid) antistrip additive that is used in lieu of type 3 (lime) antistrip additive.

Payment

401.19 Delete the text of this Subsection and substitute the following:

The accepted quantities will be paid at the contract price per unit of measurement for the Section 401 pay items listed in the bid schedule, except the asphalt concrete pavement contract price will be adjusted according to Subsections 106.05, 401.16, and Table 401-7. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

Payment for asphalt concrete pavement will be made at a price determined by multiplying the contract price by the material pay factor. The material pay factor is calculated as follows:

PFmaterial = 1 + [(PFVolumetric – 1) + (PFPG – 1)] where:

PFmaterial = Material pay factor.

PFVolumetric = Pay factor for asphalt concrete pavement. PFVolumetric is the lowest single pay factor determined for asphalt binder content, VMA, and core density.

PFPG = Pay factor for asphalt binder. The PFPG formula is as follows:

PFPG = (PF1 + PF2 + PF3 + ….PFn) / n where:

PF# = For each sample, the lowest pay factor determined from any test in Table 401-7. If the lowest pay factor for a sample is in reject, the sample’s pay factor is zero.

n = Number of samples tested.

F-5o DIVISION 400

Project: MT PHILLIPS 364(1), Short Oil Road

If either the pay factor for the asphalt binder (PFPG) or the pay factor for asphalt concrete pavement (PFVolumetric) is below 0.75, the lot for asphalt concrete pavement is in reject.

When the contract specifies a pavement roughness Type I, Type II, or Type III, a separate pay adjustment will be made for pavement roughness calculated as follows:

Type I, Type II, or Type III Pay Adjustment = (RF)(PFrough – 1.00)(L) – (LRPR) where:

PFrough = Pay factor from Tables 401-3, 401-4, or 401-5.

L = Total project length in lane miles (lane kilometers).

LRPR = Localized roughness pay reduction from table 401-6.

RF = Roughness factor: 100,000 U.S. Customary (62,200 Metric).

Delete Table 401-8 and substitute the following:

F-5p DIVISION 400 le

-8 p li n g, T es ti n g an d

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R eq u ir em ar k s

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" 24 s

S lit

" N o

P oi n t p lin g

S ou rc er ia l

A sp pl ie r ix in g pl an t

C ru sh be

(d ur in g pr od uc tio n) p lin g F re q u r ot ce o f m at er ia l(5 pe r da oc kp ile t M et ec if ic at io n s

S ub se ct io n

3.

S H

S H

T

C at eg or ra ct er is ti c

A gg re ga ity

Q ua li da tio n

T yp ep ta bs ec ti on

M ea su re d an d te st ed or m

.0

5) ro ro l (1 er ia l o r

P ro bs ec ti on

A sp ha lt co nc ag gr eg at e

(7

7) ha lt bi nd

(7

1) ha lt co nc

7)

F-5q DIVISION 400 le

-8 co n ti nu ed

S am p li n g, T es ti n g an d

A cc ep ta n ce

R eq u ir em ar k s

M ix

D es ig or e d ay s be fo pr od uc in g

S lit oi n p lin g

St oc kp ile p lin g F re q u r S ub m itt d es ig n

T es t M et ec if ic at io n s

A A

S H

T

A A

S H

S H

T

A A

S H

A A

S H eg or ra ct er is ti c

G ra da tio n

R A

P a sp bi er c on

B ul k sp ec if ic av ity o f ag gr eg at e

(c oa rs e an d fi ne

V

V

FA

v oi si le s tr en gt h ra ti o

T yp ep ta bs ec ti on

M ea su re d an d te st ed or m er ia l o r

P ro bs ec ti on

A sp ha lt co nc

F-5r DIVISION 400 le

-8 co n ti nu ed

S am p li n g, T es ti n g, a n d

A cc ep ta n ce

R eq u ir em ar k s

P ro du ct io n

S ta rt -u p (c on tr ol s tr ip iv er c

O a de rm in in g sp ec ity a pa ct io n ee ub se ct io n or

" " 24 s

Im m ed ia te l y pl et io n of s

S p li t

S am

" " " N

P oi n p lin g

B eh in d th e pa ve r be pa ct io n

In -p la af r co m pa ct io n

H au hi cl e be pi ng o r w in ow eh in d th e pa ve r be pa ct io n

A t c or e lo ca tio n be ri p li n g

F re q u in um

" " 5 in

F st lo ad as rm ea in in t M et ec if ic at io n s

A A

S H

A A

S H

S H

A A

S H

S H eg or y

I I I II

I I I − ra ct er is ti c

G ra da tio n

N o.

4.

m m

N o.

(6 µ m

N o.

µ m

O th er s pe ci fi ev ha lt

C on te nt

(1

V si ty

(2 pe ra ec if ic g ra vi ty (4

D en yp ep ta bs ec ti on

S ta tis tic su re d an d te st ed or m ro l (1 er ia l o r

P ro bs ec ti on

A sp ha lt co nc pa m

F-5s DIVISION 400 le

-8 co n ti nu ed

S am p li n g, T es ti n g, a n d

A cc ep ta n ce

R eq u ir em ar k s

P ro du ct io iv s to r te st in is pl t b y

G ov er nm en t

R ep or e ho ur s

Im m ed ia ly pl et io o f su re m en li t

S am

" " N qu ar t (1

-l it er sa m pl n p lin g

B eh in d th e pa ve r be pa ct io n

In -p r co m pa ct in g

H au hi cl e be pi ng or w in ow in d th e pa ve r be pa ct io n

In ne tw ta nk a in g pl an t

S am p li n g

F re q u r ri c to ns

F ir st lo ad rm ea r da y

1p m et ri c to t M et ec if ic at io n s

A A

S H

S H

A A

S H

S H

A A

S H eg or

I I I −

T

1-

C ha ra ct er is ti c

A sp ha lt

C on te nt

(1

V si ty

(2

P la ce m en t te m pe ra ec ity (3

Q ua ep ta bs ec ti on

S ta tis tic su re d an d te co nf or m su re d an d te co nf or m er ia l o r

P ro bs ec ti on

A sp ha lt co nc m en t

A sp bi

1)

F-5t DIVISION 400 le

-8 co n ti nu ed

S am p li n g, T es ti n g, a n d A cc ep ta n ce R eq u ir em ar k s

P ro du ct io n co n ti nu ed or

" " " 24 s

S p li t

S am o " " " N o "

P oi n p lin g

C ol d ot b in ap pl ic in d th e pa ve r be pa ct io n

S to ck r co m pa ct in g

B eh pa ve r be pa ct io n

S am p li n g

F re q u tr ac to r de te rm r ri c to ns of tr ac to r de te rm r m et s) r ri c to ns of es t M et ec if ic at io n s

A A

S H

T

A A

S H

A A

S H

S H

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C at eg or ra ct er is ti c

G ra da tio n at p da tio n at p st ur e co nt en t o f ag gr eg v

V

FA

ep ta bs ec ti on

P ro ro l (1 er ia l o r

P ro bs ec ti on

A sp ha lt co nc m

F-5u DIVISION 400 le

-8 co n ti n u ed

S am p li n g, T es ti n g, a n d A cc ep ta n ce R eq u ir em ar k s

F in is h ed P ro d gi na l su rf ac e be tr uc gi na l su rf ac e be tr uc

A A

S H

T O

T

, M et ho d A

. C al cu la te th e as ph al t b in de r co nt en t b y w ei gh in g th e sa m pl e be fo re a nd a ft er th e bu rn u si ng a c al ib ra te d ex te rn al b al an ce

(2

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-i nc h

(1

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. D ry th e co re to c on st an t m as s at

±5

F

(5 2±

°C or v ac uu m d ry it a cc or di ng to A

ST

M

D b ef or e pe rf or m in g th e co re d en si ty a nd m ea su ri ng th e th ic kn es s.

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2.

po un ds p er c ub ic f oo t (

7.

ki lo gr am s pe r cu bi c m et er to c on ve rt s pe ci fi c gr av it y to d en si ty

. S ub m it c or es to th e

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(3

A ft er p ro du ct io n pa vi ng h as b eg un , u se th e av er ag e m ax im um s pe ci fi c gr av it y va lu e (A

A S

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(5

F ur ni sh a m in im um o f fi ve r ep or ts , b ut n ot le ss th an o ne r ep or t p er r oc k ty pe f or e ac h so ur ce

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. O bt ai n sa m pl es r ep re se nt at iv e of a gg re ga te s be in g fu rn is he d.

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T im e

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r ou gh ne ss be fo re c on st ru ct io n

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r ou gh ne ss af te r co ns tr uc al M e

II

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M ea su re d an d te st ed or m ce ss c on ol er ia l o r

P ro d b se ct io ha lt c on cr et e pa ve m

F-5v DIVISION 400

G-1 DIVISION 700

Project: MT PHILLIPS 364(1), Short Oil Road

DIVISION 700

MATERIAL

Section 703. — AGGREGATE

7/15/16–FP14

703.07 Asphalt Concrete Aggregate. Add the following after paragraph (g):

(h) Durability index, AASHTO T 210

(1) Course aggregate 35 min.

(2) Fine aggregate 35 min.

(i) Accelerated weathering of aggregate by use of Dimethyl Sulfoxide (DMSO), WFLHD Standard Test Method 12% max. loss

G-1a DIVISION 700

G-1b DIVISION 700

Project: MT PHILLIPS 364(1), Short Oil Road

Section 718. — TRAFFIC SIGNING AND MARKING

MATERIAL

718.09 Solventborne Traffic Paint. Delete the text of this Subsection and substitute the following:

Use volatile organic content (VOC) compliant solventborne paint with a VOC of 1.3 pounds per gallon (150 grams per liter) or less. Furnish yellow pigment without lead, chrome, and other heavy metals as defined by the EPA.

Furnish a paint with the following characteristics for at least 6 months from the packaging date:

(a) Pigment percent by weight between 50% and 62%.

(b) Minimum viscosity 65 krebs units

(c) Maximum drying time of 15 minutes when tested according to ASTM D 711.

(d) Minimum bleeding ratio of 0.90 when tested according to ASTM D 868.

(e) White and Yellow paint colors matching SAE-AMS-STD-595 color identification codes 37925 and 33538 respectively.

(f) Does not skin within 48 hours in a three-quarters full, tightly closed container.

Sheet and Description

SECTION C SECTION E SECTION F SECTION G

TYPICAL

SECTIONS

APPROACH

ROADS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

A0060 15301-0010 CONTRACTOR QUALITY CONTROL

AND ASSURANCE LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0100 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0120 15801-0000 WATERING FOR DUST CONTROL MGAL 50

A0140 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 54,491 54,491 Contract Quantity

A0160 20402-0000 SUBEXCAVATION CUYD 3,745 55 3,800

A0180 20411-0000 SELECT BORROW TON 6,455 45 6,500

A0200 20701-0300 SEPARATION-STABILIZATION

GEOTEXTILE, CLASS 1, TYPE C

(NONWOVEN) SQYD 9,384 116 9,500

A0220 20703-2000 GEOGRID, STABILIZATION SQYD 9,384 116 9,500

A0240 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 6,885 158 207 7,250

A0260 30205-0500 ROADWAY AGGREGATE, SHOULDER

FINISHING MILE 7.74 7.74

A0280 30301-4000 ROADBED RECONDITIONING MILE 3.270 0.600 3.870

A004 A0291 40101-5600 ASPHALT CONCRETE PAVEMENT,

GYRATORY MIX, 1/2-INCH OR

3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION

ESAL (TYPE II PAVEMENT

ROUGHNESS) TON 8,810 48 292 9,150

A004 A0295 40105-1000 ANTISTRIP ADDITIVE, TYPE 1 TON 88 1 3 92

A0300 40301-0100 ASPHALT CONCRETE PAVEMENT,

TYPE 1 TON…