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Sample Record for 2025-06-17-112

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Project Information

Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-06-17-112
TL Number from the TL Form: 857989
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: 06/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2025
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 (eq. PG 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79908
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction & Materials — Ward Lake Plant (Litchfield, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 2307P02
Binder content (%): 6.2
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: 1.0% Lime
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2025-06-17-112-1
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: 07/08/2025
Date Tested: 06/18/2025
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=2.468
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7332.2 grams
Mass of oven-dry sample in air for Sample 1 1627 grams
Mass of container filled with the sample and water for Sample 1 8299.9 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.468
Theoretical maximum density at 25°C (77°F) 2460.8 kg/m^3

Test 2 of 7

DIME Test ID: 2025-06-17-112-2
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: 07/08/2025
Date Tested: 06/27/2025
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=5.92%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3026.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4547.6 g
Mass of HMA Sample prior to ignition 1521.2 g
Corrected Asphalt Binder Content 5.91 %
Mass Loss 106.2 g
Mass of aggregate remaining after ignition 1415 g
Correction Factor (Percent by mass of HMA Specimen) 0.87 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 538 C

Test 3 of 7

DIME Test ID: 2025-06-17-112-3
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: 07/08/2025
Date Tested: 06/19/2025
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=2.340
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.339
Bulk Specific Gravity 2 2.337
Bulk Specific Gravity 3 2.343
Average Bulk Specific Gravity 2.34

Test 4 of 7

DIME Test ID: 2025-06-17-112-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/08/2025
Date Tested: 07/03/2025
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=130, S2=123, TSR=95%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 130 psi
Average Wet Tensile Strength 123 psi
Tensile Strength Ratio 0.95

Test 5 of 7

DIME Test ID: 2025-06-17-112-5
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/24/2025
Date Tested: 06/25/2025
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: CT 360: SA=0.4g/cm²; CT 389: Nf>15000, Rut@Nf=0.1in., SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 2.14 mm
Maximum impression at 5000 passes (right wheel) 2.12 mm
Average impression at 5000 passes (left/right avg) 2.13 mm
Maximum impression at 10000 passes (left wheel) 2.57 mm
Maximum impression at 10000 passes (right wheel) 2.62 mm
Average impression at 10000 passes (left/right avg) 2.59 mm
Maximum impression at 15000 passes (left wheel) 2.84 mm
Maximum impression at 15000 passes (right wheel) 2.92 mm
Average impression at 15000 passes (left/right avg) 2.88 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 6 of 7

DIME Test ID: 2025-06-17-112-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/08/2025
Date Tested: 06/20/2025
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=5.2
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.3 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.2 %

Test 7 of 7

DIME Test ID: 2025-06-17-112-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/24/2025
Date Tested: 06/19/2025
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=5.2%; MS-2: VMA=14.5%, VFA=64.4%, DP=1.6
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 5.2 %
Percent Air Voids 2 5.3 %
Percent Air Voids 3 5.1 %
Average Percent Air Voids 5.2 %