S-4 Superpave C PG70-22 Specs.pdf

PDF 552 KB Posted Feb 9, 2023

Attached to: Repair-Replace Overruns on Center Runway Federal contract opportunity
Solicitation number: FA309923R0001
Issued by: Department of the Air Force Air Education and Training Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation seeks proposals to repair and replace sections of overruns on the center runway at Laughlin Air Force Base in Texas. The contractor will mill and overlay runway sections O06C, O07C, O08C, O09C, O10C, and T16A, and install new edge lighting and thresholds to meet current standards. The work must be completed on a firm-fixed-price basis for between $2 million and $6 million. An organized site visit will be held on January 21, 2023, and interested parties must submit an entry authorization list by January 18 to attend. The NAICS code is 237310 and the acquisition is set aside for small businesses with a size standard of $39.5 million. Proposals are due by the date specified in the solicitation, which will be available for download once released. The Air Force aims to award a firm-fixed-price contract.

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TEXAS DEPARTMENT OF TRANSPORTATION UPLC: 897

DLT: 13

2014 HMACP MIXTURE DESIGN : COMBINED GRADATION SN: tx2mixde14.xlsm::44215.333137

TX2MIXDE14 - File Version: 01/19/21 07:59:43

Frac RAP: 20.0

Unfrac RAP: 0.0

RAS: 0.0

RB Ratio: 15.0

FALSE

Bin No.8 : 0.5

Bin No.9 : 0.0

WMA RATE: UNITS: Bin No.10 : 0.0

Total 0.5

Material

Type Material

Source RAS Type

RAP/RAS

Producer

Sample ID

11.0 % of Tot.

Mix

% of Tot.

Mix

% of Tot.

Mix Total Bin

16.9 Percent 22.0 Percent 25.0 Percent 20.0 Percent 5.0 Percent Percent Percent 11.1 % of

Aggreg 0.0

% of

Aggreg 0.0

% of

Aggreg 100.0%48.1

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Cum.%

Passing

Wtd

Cum. %

Passing Lower Upper

Within

Spec's

25.000 100.0 16.9 100.0 22.0 100.0 25.0 100.0 20.0 100.0 5.0 100.0 11.1 100.0 100.0 100.0 Yes

19.000 100.0 16.9 100.0 22.0 100.0 25.0 100.0 20.0 100.0 5.0 100.0 11.1 100.0 98.0 100.0 Yes

12.500 50.0 8.5 99.5 21.9 100.0 25.0 100.0 20.0 100.0 5.0 100.0 11.1 91.4 90.0 100.0 Yes

9.500 22.4 3.8 85.1 18.7 100.0 25.0 100.0 20.0 100.0 5.0 100.0 11.1 83.6 58.0 90.0 Yes

4.750 2.2 0.4 17.2 3.8 57.1 14.3 99.6 19.9 100.0 5.0 100.0 11.1 54.5 28.0 90.0 Yes

2.360 1.0 0.2 2.2 0.5 6.0 1.5 89.0 17.8 98.0 4.9 99.8 11.1 35.9 28.0 37.0 Yes

1.180 1.0 0.2 0.6 0.1 1.3 0.3 46.0 9.2 92.0 4.6 98.7 11.0 25.4 2.0 31.6 Yes

0.600 1.0 0.2 0.6 0.1 1.3 0.3 19.2 3.8 85.0 4.3 90.0 10.0 18.7 2.0 23.1 Yes

0.300 1.0 0.2 0.6 0.1 1.3 0.3 12.6 2.5 39.0 2.0 50.4 5.6 10.7 2.0 15.5 Yes

0.075 1.0 0.2 0.6 0.1 1.3 0.3 7.6 1.5 8.0 0.4 2.4 0.3 2.8 2.0 10.0 Yes

(Bold Italic) Not within specifications (Bold Italic) Not within specificaitons- Restricted Zone (Italic) Not cumulative

Yes 13 1 1

5.0 1.036

100 0 0

Remarks: #####

Vulcan MaterialsProducer: Vulcan Materials

Aggregate

Vulcan Materials Vulcan Materials Vulcan Materials Vulcan Materials

Number: 1501506 1501506

Lower & Upper Specification Limits

RAP 1/2"

Lift Thickness, in:

No. 200

1/2"

3/8"

Individual Bin (%):

Sieve Size:

No. 8

No. 4

Substitute Binder:

No. 50

No. 16

No. 30

Binder Originally Specified:

Asphalt%:

Sample ID:

Recycled Material?:

Hydrated Lime?:

3/4

3/4"

Grd. 4 Grd. 5 Man Sand

N o te s

Membrane Target Application Rate, gal/yd2

PG 70-22

Percent, (%):

Asphalt Spec. Grav.:Binder Percent, (%):

Binder Substitution?

84.000Dry Rodded Unit Weight of Coarse Agg. (pcf)

Martin Hondo

Antistripping Agent:

Asphalt Source:

COUNTY:

Pit:

PRODUCER:

STATION:

O'Connor

Limestone_Dolomite

SAMPLED BY: SPEC ITEM:

MIX TYPE:

SAMPLE LOCATION:

MATERIAL CODE:

SPECIAL PROVISION:

Source: Limestone_Dolomite

1604 16041604 1604

Limestone_DolomiteLimestone_DolomiteLimestone_Dolomite

Bin No.3

SAMPLE DATE:

LETTING DATE:

CONTROLLING CSJ:

SPEC YEAR:

Bin No.6 Bin No.2

Design

PENT

SAMPLE ID:

LOT NUMBER:

SAMPLE STATUS:

AREA ENGINEER:

Vulcan Materials-O'Connor

COURSE\LIFT:

PROJECT MANAGER:

Surface

MATERIAL NAME:

Various

Kennith Boultinghouse

DIST. FROM CL:

Bin No.7

SP-C (B) 76-22 Sub 70-22 HMA

WMA TECHNOLOGY:

Bin No.1 Bin No.4 Bin No.5

Target Discharge Temp., ºF:

AGGREGATE BIN FRACTIONS

Field Sand

1501506

PG 76-22

1501506

4.2

Bin No.9

Fractionated RAP

"RECYCLED MATERIALS"

CONTRACTOR DESIGN # : VMC1604SPCR7670B

Recycled Asphalt Binder (%)

Combined Gradation

Recycled Binder, 9.2

(based on binder percent

(%) entered below in this worksheet)

WMA Additive in Design?

Maximum Allowable, Bin No.8 Bin No.10

Various

Ratio of Recycled to

Total Binder, %

Use this value in the QC/QA template>>

SS-3077-SP-C

Refresh Workbook

Combined Gradation Page 1 of 6 1/26/2023

TEXAS DEPARTMENT OF TRANSPORTATION

HMACP MIXTURE DESIGN : MATERIAL PROPERTIES

Surface

SiteManager

Test Template

Test

Method

Spec.

Min or

Max

Spec.

Limit

Modified

Spec.

Limit

Result Result Result Result Result Result Result

Tx217 Tex-217-F Max. 1.5 0.00 0.00 0.00 0.00 0.00

Tx217 Tex-217-F Max. 1.0 0.00 0.00 0.00 0.00 0.00

Tx4AgClas Tex-438-A, Tex-612-J Min. B B B B B

Tx411M Tex-411-A Max. 25 27.00 27.00 27.00 27.00

Tx410 Tex-410-A Max. 35 30.00 30.00 30.00 30.00

Tx460 Tex-460-A Min. 85 100.00 100.00 100.00 100.00

Tx280 Tex-280-F Max. 10 0.00 0.00 0.00 0.00

Tx461 Tex-461-A 24.00 24.00 24.00 24.00

Tx107 Tex-107-E Max. 3 0.50 1.00

AASHTO

T330 Max.

Tx203 Tex-203-F Min. 45 79 88.00 87.00

Tx217 Tex-217-F, Part III Max. 0.5 0.2

Tx406 Tex-406-A, Part I Max. 5 0.6

Tx104-6 Tex-106-E Max. 8 0.0

Remarks:

Sample ID:

User Defined Testing

Decantation

Deleterious Mat'l

Surface Aggregate

Classification

Magnesium Sulfate

Soundness

Micro-Deval Abrasion

Crushed Faces Count

Flat & Elongated

Bin No.10

Decantation

Plasticity Index

Recycled Materials

Deleterious Mat'l

Bin No.8 Bin No.9

Bin No.1

Sand Equivalent

Bar Linear Shrinkage

Methylene Blue

Bin No.6 Bin No.2 Bin No.3

Use this area to enter any test methods, speciafications

& test result that apply to this material(s) but are not not listed above.

User Defined Testing Bin No.5 Bin No.6

Fine Aggregate

Bin No.7 Bin No.2 Bin No.3 Bin No.4

Bin No.4 Bin No.5

LA Abrasion

Use results to estimate the Mg

Sulfate Soundness Loss

Bin No.7 Bin No.1

Limestone_Dolomite

1501506

Man Sand Field Sand

Bin No.3 Bin No.4

Bin No.3 = 25 %Individual Bin (%):

VMC1604SPCR7670B

Bin No.1 = 16.9 %

Sample ID Sample ID

Limestone_Dolomite

1501506

Grd. 5

Sample ID

Bin No.7

Sample ID Sample ID

Bin No.5 Bin No.6

Bin No.5 = 5 %

Limestone_Dolomite

SAMPLE STATUS: PENT CONTROLLING CSJ:

COUNTY: Various

SAMPLED BY: Kennith Boultinghouse

SAMPLE LOCATION: O'Connor

SPEC ITEM:

SPECIAL PROVISION:

MATERIAL CODE:

Test Name

Bin No.1Stockpile

Vulcan Materials-O'Connor

MATERIAL NAME:

Bin No.2 = 22 %

SAMPLE ID: SAMPLE DATE: 2021

LOT NUMBER: Design LETTING DATE:

CONTRACTOR DESIGN # :

PRODUCER:

Bin No.2Bin No.1

Sample ID Sample ID

Limestone_Dolomite

1501506

Grd. 43/4

Bin No.2

Aggregate Source:

Aggregate Number:

AREA ENGINEER:

COURSE\LIFT: STATION:

MIX TYPE: SS-3077-SP-C

PROJECT MANAGER:

DIST. FROM CL:

Various

SP-C (B) 76-22 Sub 70-22 HMA

Bin No.3 Bin No.4

Bin No.4 = 20 %

Bin No.5 Bin No.6

SPEC YEAR: 2014

Limestone_Dolomite

1501506

Bin No.7

HMACP MIXTURE DESIGN : Aggregate Classification

Surface

Aggregate Classification

Passing Retained

- 1"

1" 3/4"

3/4" 1/2"

1/2" 3/8"

3/8" No. 4

No. 4 No. 8

No. 8 No. 16

No. 16 No. 30

No. 30 No. 50

No. 50 No. 200

No. 200 Pan

D27:D31 H27:H31 L27:L31 P27:P31 T27:T31 X27:X31 AB27:AB31 AF27:AF31 Aj27:Aj31 AN27:AN31

D27:D32 H27:H32 L27:L32 P27:P32 T27:T32 X27:X32 AB27:AB32 AF27:AF32 AJ27:AJ32 AN27:AN32

0.0 0.0

45.5 64.1

0.0 0.0

Remarks:

Percent of plus No. 8 16.7 21.5

Bin No.3 = 25 %

PROJECT MANAGER:

Bin No.1 Bin No.2

MATERIAL NAME:

O'Connor SPECIAL PROVISION:

Vulcan Materials-O'Connor

Bin No.5 = 5 %

MATERIAL CODE:

PRODUCER:

AREA ENGINEER:

SS-3077-SP-C

DIST. FROM CL:

SP-C (B) 76-22 Sub 70-22 HMA

Bin No.5

CONTRACTOR DESIGN # :

MIX TYPE:

Bin No.3 Bin No.4

STATION:COURSE\LIFT:

Various

SAMPLE ID:

SAMPLE STATUS:

LOT NUMBER:

SAMPLED BY:

COUNTY:

SAMPLE LOCATION:

CONTROLLING CSJ:

SPEC YEAR:

Kennith Boultinghouse

SAMPLE DATE:

LETTING DATE:

SPEC ITEM:

Design

PENT

Various

Bin No.4 = 20 %

1501506Aggregate Number: 1501506

Aggregate Source:

Bin No.1 = 16.9 %Individual Bin (%):

0.0

0.2

0.0

3.3

0.0 0.0 1.0

0.0

Sieve Size:

5.0

2.3

0.4

0.1

0.0

0.1

0.0

16.5

0.0

0.1

3.2

0.0

0.4

0.0

22.0

18.2

0.0

10.7

0.0

0.3

1.2

0.1

2.1

1.6

0.3

0.4

12.8

5.4

Total:

Individual Ret., %

25.0

0.0 0.0

20.0

1.3

1.5

8.6

0.0

Individual Ret., %

0.0

16.9

0.2

0.0

14.9

Limestone_Dolomite

Bin No.2 = 22 %

Class (A) Rock (Y/N): No

0.0

Individual Ret., %

No No

Limestone_Dolomite Limestone_Dolomite

1501506

Limestone_Dolomite

0.0

Individual Ret., %

Limestone_Dolomite

1501506

3.4

0.0

8.5

4.7

Individual Ret., %

Percent of plus No. 4 from class (A) Rock:

Percent of plus No. 4

Total Percent of plus No. 4

23.5

Bin No.8 = 11.1 %

Fractionated RAP

RAP 1/2"

Individual Ret., %Individual Ret., % Individual Ret., %

VMC1604SPCR7670B

Bin No.6 Bin No.7 Bin No.8

0.1

1.0

4.4

Bin No.10

5.3

0.3

11.1

0.0

Individual Ret., %

Bin No.9

Individual Ret., %

2.2 0.0

Percent of plus No. 8 from class (A) Rock:

Total Percent of plus No. 8

Percent of plus No. 8 from class (A) Rock:

0.1

0.00.1 0.0

HMACP MIXTURE DESIGN : BULK GRAVITY

Surface

Passing Retained

1" 3/4"

3/4" 1/2" 50.0 2.602 0.5 2.592

1/2" 3/8" 27.6 2.602 14.4 2.592

3/8" No. 4 20.2 2.602 67.9 2.592 42.9 2.579 0.4 2.555

No. 4 No. 8 1.2 2.602 15.0 2.592 51.1 2.579 10.6 2.555 2.0 2.552 0.2 2.521

No. 8 No. 16 1.6 2.592 4.7 2.579 43.0 2.555 6.0 2.552 1.1 2.521

No. 16 No. 30 26.8 2.555 7.0 2.552 8.7 2.521

No. 30 No. 50 6.6 2.555 46.0 2.552 39.6 2.521

No. 50 No. 200 5.0 2.555 31.0 2.552 48.0 2.521

No. 200 Pan 1.0 2.602 0.6 2.592 1.3 2.579 7.6 2.555 8.0 2.552 2.4 2.521

100.0 2.602 100.0 2.592 100.0 2.579 100.0 2.555 100.0 2.552 100.0 2.521

6.5 8.5 9.7 7.8 2.0 4.4

99.000 97.800 94.0 11.0 2.0 0.2

2.573 1.036

2.588

Remarks: 01/26/23

SAMPLE DATE:

LETTING DATE:

CONTROLLING CSJ:

SPEC YEAR:

Various

CONTRACTOR DESIGN # :

SS-3077-SP-C

SP-C (B) 76-22 Sub 70-22 HMA

Vulcan Materials-O'Connor

PROJECT MANAGER:

Design

PENT

Various

Kennith Boultinghouse

O'Connor

Totals

Bin No.3 = 25 %

Aggregate Source:

Aggregate Number:

Sample ID: 3/4

Individual Bin (%):

Bulk SG Individual

Ret., % Bulk SG

Individual

Ret., % Bulk SGBulk SG

Grd. 4

Limestone_Dolomite

Bin No.4 = 20 % Bin No.5 = 5 %Bin No.1 = 16.9 % Bin No.2 = 22 %

150150615015061501506 1501506

MATERIAL CODE:

PRODUCER:

AREA ENGINEER:

SAMPLED BY:

MATERIAL NAME:

SAMPLE LOCATION:

SAMPLE ID:

LOT NUMBER:

SAMPLE STATUS:

COUNTY:

Bin No.1 Bin No.2

SPEC ITEM:

SPECIAL PROVISION:

MIX TYPE:

DIST. FROM CL:STATION:COURSE\LIFT:

Sieve Size: Individual

Ret., % Bulk SG

Individual

Ret., %

Man Sand

Limestone_Dolomite Limestone_Dolomite Limestone_Dolomite

Coarse Agg. Combined BSG:

Combined Bulk Specific Gravity: Specific Gravity of Asphalt:

Individual

Ret., %

Bin No.3 Bin No.4 Bin No.5

Limestone_Dolomite

Field SandGrd. 5

VMC1604SPCR7670B

Bulk SGBulk SG Individual

Ret., %

Individual

Ret., %

Bin No.6 Bin No.7

RAP 1/2"

Individual

Ret., % Bulk SG

Bin No.10

Individual

Ret., % Bulk SG

Bin No.9

Individual

Ret., % Bulk SG

Bin No.8

Bin No.8 = 11 %

Fractionated RAP

HMACP MIXTURE DESIGN : SUMMARY SHEET

Surface

3.1%

*Crumb Rubber Modifier

4.0 11.6

4.5 10.3

5.0 9.2

5.5 8.4

A B

47.9936

46.1481 340

Remarks: 01/26/23

Molding Temp,ºF:

Mixing Temp,ºF:

Sample

Height @ Nini

Height @ Ndes

Height @ Nmax

Density (%)

-8.7

Min. Number of

Cycles

Min. Critical

Fracture Energy

(in-lb/in

Indirect Tensile

Strength (psi)

Overlay Test

15.7

14.8

Max. Crack

Progression Rate

2.310 2.370

2.420

Maximum Specific

Gravity (Gr)

2.400

2.388 to meet the Maximum Ratio of Recycled to Total Binder requirement.

Effective Gravity

(Ge) VMA (Percent)

2.562

Hamburg Wheel Tracking Test

Number of cycles Rut depth (mm)

15.1

Mixture Evaluation @ Optimum Asphalt Content

14.9

2.564 2.386

SAMPLE STATUS:

COUNTY:

Various

93.0

Specific Gravity Of

Specimen (Ga)

2.249

Asphalt

Content

Binder

Ratio

2.563 2.419

Fiber Content, %:

CRM* Content, %:35

TEST SPECIMENS

AREA ENGINEER:

COURSE\LIFT:

Note: This mix design requires an asphalt content of at least

PROJECT MANAGER:

DIST. FROM CL:

SAMPLED BY:

SAMPLE LOCATION:

MATERIAL CODE:

Vulcan Materials-O'Connor

SS-3077-SP-C

SPEC ITEM:

SPECIAL PROVISION:

MIX TYPE:

STATION:

PRODUCER:

MATERIAL NAME: SP-C (B) 76-22 Sub 70-22 HMA

Dust/Asphalt Ratio: 0.6

Cantabro Loss, %:

Suggested Membrane Target App. Rate, gal/yd2:

SAMPLE ID:

LOT NUMBER: LETTING DATE:

CONTROLLING CSJ:

SPEC YEAR:

2.559

PENT

Various

Kennith Boultinghouse

O'Connor

Theo. Max.

Specific Gravity

(Gt)

96.0

2.282 95.0

Density from Gt

(Percent)

Target Density, %:

Design

SAMPLE DATE:

VMC1604SPCR7670BCONTRACTOR DESIGN # :

20,000

97.5

2.403

2.370

96.02.290

Number of Gyrations:

Additional Mixture Evaluation

9.2

STONE-ON-STONE CONTACT

MIXTURE DENSIFICATION

VCA(MIX, calc.)Theo. Max. Specific Gravity (Gt): 2.386

VCA(CA, calc.)

Binder Ratio @ OAC:

VMA @ Optimum AC:

Drain-Down, %:

Effective Specific Gravity:

73.5VFA @ Optimum AC:

15.1

2.562 Estimated Percent of Stripping, %:

Max. Specific Gravity (Gr): 2.388

2.290

Interpolated Values

Specific Gravity (Ga):

Rut depth (mm)Number of passesTest AC%

Optimum Asphalt Content : 5.0

P er ce n t p as si n g

Sieve size

#200 #50 #30 #8 #4 3/8" 3/4" 1" 1 1/2"

File details come from the government source that posted it. Updated Feb 9, 2023.