Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994319 DEA: 023J7104 EFIS: 0222000076
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-8.7/12.9
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE AC SURFACING.
Location Description: PLUMAS COUNTY NEAR CRESCENT MILLS FROM ROUTE 70 TO 0.7 MILE SOUTH OF DIXIE CANYON ROAD
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Mike Zdenek Structure Rep.: Unknown
DIME Sample ID: 2024-11-06-76
TL Number from the TL Form: 848920
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2024
The quantity of what the sample constitutes: PSE 16 boxs
A brief description of the sample: 3/8" Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79770
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2024-11-06-76-1
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: 12/09/2024
Date Tested: 11/13/2024
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=2.420
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
|
|
Mass Determination
|
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
|
7331.7 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1542.9 grams
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Mass of container filled with the sample and water for Sample 1
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8237.1 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.42
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Theoretical maximum density at 25°C (77°F)
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2413 kg/m^3
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DIME Test ID: 2024-11-06-76-2
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: 12/09/2024
Date Tested: 12/09/2024
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=2.270
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.266
|
|
Bulk Specific Gravity 2
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2.271
|
|
Bulk Specific Gravity 3
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2.274
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Average Bulk Specific Gravity
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2.27
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DIME Test ID: 2024-11-06-76-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/09/2024
Date Tested: 12/09/2024
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=6.2%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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6.4 %
|
|
Percent Air Voids 2
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6.2 %
|
|
Percent Air Voids 3
|
6 %
|
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Average Percent Air Voids
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6.2 %
|
DIME Test ID: 2024-11-06-76-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/09/2024
Date Tested: 12/03/2024
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=178 psi, S2=159 psi, TSR=90%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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Average Dry Tensile Strength
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178 psi
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Average Wet Tensile Strength
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159 psi
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Tensile Strength Ratio
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0.89
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DIME Test ID: 2024-11-06-76-5
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)
Verified Date: 12/09/2024
Date Tested: 11/26/2024
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: Pb=5.52%
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3029.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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4316.9 g
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Mass of HMA Sample prior to ignition
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1287 g
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Corrected Asphalt Binder Content
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5.52 %
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Mass Loss
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79.9 g
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Mass of aggregate remaining after ignition
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1207.1 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.46 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.23 %
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|
Test Temperature
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538 C
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