Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995525 DEA: 024J8304 EFIS: 0223000078
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-395-34.0/39.9
Work Description: LINVILLE CREEK OVERLAY - HMA OVERLAY, REPLACE ASPHALT CONCRETE SURFACING AND SHOULDER BACKING.
Location Description: MODOC COUNTY NEAR DAVIS CREEK FROM 0.4 MILE SOUTH OF JOSEPH CREEK ROAD TO 1.7 MILES SOUTH OF DAVIS CREEK ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24338 Hwy 89 N, Burney, CA 96013
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2024-09-09-96
TL Number from the TL Form: 858512
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/10/2024
The quantity of what the sample constitutes: 16 boxes of 1/2" Type A HMA with RAP
A brief description of the sample: 1/2" Type-A HMA w/25% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79714
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Fitch Rd
DIME Test ID: 2024-09-09-96-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/03/2024
Date Tested: 09/11/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.444
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
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|
Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
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7332.3 grams
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Mass of oven-dry sample in air for Sample 1
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1565.8 grams
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Mass of container filled with the sample and water for Sample 1
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8257.5 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.444
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Theoretical maximum density at 25°C (77°F)
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2436.9 kg/m^3
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DIME Test ID: 2024-09-09-96-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/03/2024
Date Tested: 09/11/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.313
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.316
|
|
Bulk Specific Gravity 2
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2.312
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Bulk Specific Gravity 3
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2.31
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Average Bulk Specific Gravity
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2.313
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DIME Test ID: 2024-09-09-96-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/03/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pa=5.4%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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5.2 %
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Percent Air Voids 2
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5.4 %
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Percent Air Voids 3
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5.5 %
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Average Percent Air Voids
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5.4 %
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DIME Test ID: 2024-09-09-96-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/03/2024
Date Tested: 10/03/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=207 psi, S2=190 psi, TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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207 psi
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Average Wet Tensile Strength
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190 psi
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Tensile Strength Ratio
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0.92
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DIME Test ID: 2024-09-09-96-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
Data has not been verified.
