Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993192 DEA: 024H4404 EFIS: 0218000119
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-70-0.0/29.9
Work Description: CONSTRUCT SOLDIER PILE RETAINING WALL, REPAIR RSP AND HMA PAVING.
Location Description: PLUMAS COUNTY AT VARIOUS LOCATIONS FROM BUTTE COUNTY LINE TO 3.1 MILES WEST OF ROUTE 89
Contractor Name: Q & D CONSTRUCTION, INC
Contractor Address: 1050 S 21st STREET, SPARKS, NV 89431
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2023-09-21-53
TL Number from the TL Form: 823626
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: 09/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/22/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (PG 64-28 M) with 15.0% RAP and virgin binder from Marathon PNAC (Fernley, NV)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79356
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Q&D Construction - Mustang Hot Plant (Sparks, NV)
DIME Test ID: 2023-09-21-53-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/05/2023
Date Tested: 10/04/2023
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=155, S2=135, TSR=87%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
|
155 psi
|
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Average Wet Tensile Strength
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135 psi
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Tensile Strength Ratio
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0.87
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DIME Test ID: 2023-09-21-53-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/05/2023
Date Tested: 09/26/2023
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=4.9%
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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5.0 %
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Percent Air Voids 2
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5.0 %
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Percent Air Voids 3
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4.9 %
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Percent Air Voids Average
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5.0 %
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DIME Test ID: 2023-09-21-53-4
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: 10/05/2023
Date Tested: 09/26/2023
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=2.381
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.379
|
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Bulk Specific Gravity 2
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2.380
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Bulk Specific Gravity 3
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2.382
|
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Average Bulk Specific Gravity
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2.38
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DIME Test ID: 2023-09-21-53-5
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: 10/05/2023
Date Tested: 09/22/2023
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=2.504
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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7335.1 grams
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Mass of oven-dry sample in air for Sample 1
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1600.4 grams
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Mass of container filled with the sample and water for Sample 1
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8296.3 grams
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Temperature of Water
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24 °F
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Specific Gravity for Sample 1
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2.504
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Theoretical maximum density at 25°C (77°F)
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2496.7 kg/m^3
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