Sample Record for 2025-07-21-53
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
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 of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
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)
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.9
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 24
WMA Additives: No
Antistrip type: Lime
Test Results
Test 1 of 8
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
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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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7331.5 grams
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Mass of oven-dry sample in air for Sample 1
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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)
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2410 kg/m^3
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Test 2 of 8
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)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 01/20/2026. The corrected test ID is: 2025-07-21-53-7
Reason: corrected
Test 3 of 8
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:
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Bulk Specific Gravity
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2.362
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Bulk Specific Gravity 2
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2.348
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Bulk Specific Gravity 3
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2.35
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Average Bulk Specific Gravity
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2.353
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Test 4 of 8
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)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 01/20/2026. The corrected test ID is: 2025-07-21-53-8
Reason: corrected
Test 5 of 8
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?
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SI Units
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Average Dry Tensile Strength
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167 psi
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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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Test 6 of 8
DIME Test ID: 2025-07-21-53-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/22/2026
Date Tested: 08/01/2025
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: CT 360:
SA=0.5g/cm²;
CT 389:
Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test Result Compliance: does not comply
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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122 F
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Air Void Content for specimen A-1
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7 %
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Air Void Content for specimen A-2
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6.9 %
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Air Void Content for specimen B-1
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6.8 %
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Air Void Content for specimen B-2
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7 %
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Stripping Inflection Point (Wheel A)
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>15000
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Stripping Inflection Point (Wheel B)
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>15000
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Maximum impression at 5000 passes (left wheel)
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1.58 mm
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Maximum impression at 5000 passes (right wheel)
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1.84 mm
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Average impression at 5000 passes (left/right avg)
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1.71 mm
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Maximum impression at 10000 passes (left wheel)
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1.89 mm
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Maximum impression at 10000 passes (right wheel)
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2.24 mm
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Average impression at 10000 passes (left/right avg)
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2.07 mm
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Maximum impression at 15000 passes (left wheel)
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2.12 mm
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Maximum impression at 15000 passes (right wheel)
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2.53 mm
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Average impression at 15000 passes (left/right avg)
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2.33 mm
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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Test 7 of 8
DIME Test ID: 2025-07-21-53-7
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: 01/22/2026
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%
The test was superseded from test ID: 2025-07-21-53-2
Test Result Compliance: complies
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
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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
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Corrected Asphalt Binder Content
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5.46 %
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Mass Loss
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129.5 g
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Mass of aggregate remaining after ignition
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1967.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.58 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.14 %
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Test Temperature
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538 C
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Test 8 of 8
DIME Test ID: 2025-07-21-53-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/22/2026
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: AASHTO T 269:
Pa=2.6%;
MS-2:
VMA=12.0%,
VFA=78.0%,
DP=1.4
The test was superseded from test ID: 2025-07-21-53-4
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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2.3 %
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Percent Air Voids 2
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2.9 %
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Percent Air Voids 3
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2.8 %
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Average Percent Air Voids
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2.7 %
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