Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995538 DEA: 024H0604 EFIS: 0218000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-07-21-53
TL Number from the TL Form: 867340
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: 07/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 Boxes 3/4" HMA-A w/ PG58-34 Albina (K-Fallls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79965
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2025-07-21-53-1
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: 08/07/2025
Date Tested: 07/22/2025
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=2.417
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
|
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
|
7331.5 grams
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Mass of oven-dry sample in air for Sample 1
|
2619.3 grams
|
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Mass of container filled with the sample and water for Sample 1
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8867.2 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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2.417
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Theoretical maximum density at 25°C (77°F)
|
2410 kg/m^3
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DIME Test ID: 2025-07-21-53-2
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: 08/07/2025
Date Tested: 08/04/2025
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=5.45%, TV=5.85%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
|
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Mass of the specimen basket assembly
|
3153.6 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5250.3 g
|
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Mass of HMA Sample prior to ignition
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2096.7 g
|
|
Corrected Asphalt Binder Content
|
5.46 %
|
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Mass Loss
|
129.5 g
|
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Mass of aggregate remaining after ignition
|
1967.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.58 %
|
|
Moisture Content
|
no data0 %
|
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Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-07-21-53-3
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: 08/07/2025
Date Tested: 07/25/2025
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=2.353
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.362
|
|
Bulk Specific Gravity 2
|
2.348
|
|
Bulk Specific Gravity 3
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2.35
|
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Average Bulk Specific Gravity
|
2.353
|
DIME Test ID: 2025-07-21-53-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/07/2025
Date Tested: 07/25/2025
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=2.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
2.3 %
|
|
Percent Air Voids 2
|
2.9 %
|
|
Percent Air Voids 3
|
2.8 %
|
|
Average Percent Air Voids
|
2.7 %
|
DIME Test ID: 2025-07-21-53-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/07/2025
Date Tested: 08/06/2025
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=167, S2=152, TSR=91%
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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167 psi
|
|
Average Wet Tensile Strength
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152 psi
|
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Tensile Strength Ratio
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0.91
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