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Sample Record for 2024-06-10-85

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Project Information

Project ID: 995031 DEA: 023H82U4 EFIS: 0223000011 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-44-0.0/37.2
Work Description: REPLACE AC SURFACING, PLACE RHMA, HMA, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: LASSEN COUNTY ABOUT 9 MILES EAST OF OLD STATION FROM SHASTA COUNTY LINE TO ROUTE 36
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: 24339 Hwy 89 N, Burney, CA 96013
Resident Engineer: Edward Worden Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-10-85
TL Number from the TL Form: 692887
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: 06/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/30/2024
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
From where was the sample collected: Manufacturer
Laboratory sample identification: D79572
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek - Ward Lake

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2024-06-10-85-1
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: 03/24/2025
Date Tested: 07/26/2024
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=5.70%
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 3062.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5096.7 g
Mass of HMA Sample prior to ignition 2034.4 g
Corrected Asphalt Binder Content 5.7 %
Mass Loss 133 g
Mass of aggregate remaining after ignition 1901.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.69 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2024-06-10-85-2
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/24/2025
Date Tested: 06/17/2024
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: CT 360: SA=0.3g/cm²; CT 389: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
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) 1.95 mm
Maximum impression at 5000 passes (right wheel) 2.2 mm
Average impression at 5000 passes (left/right avg) 2.08 mm
Maximum impression at 10000 passes (left wheel) 2.35 mm
Maximum impression at 10000 passes (right wheel) 2.62 mm
Average impression at 10000 passes (left/right avg) 2.49 mm
Maximum impression at 15000 passes (left wheel) 2.65 mm
Maximum impression at 15000 passes (right wheel) 2.76 mm
Average impression at 15000 passes (left/right avg) 2.71 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data

Test 3 of 6

DIME Test ID: 2024-06-10-85-3
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: 03/24/2025
Date Tested: 06/11/2024
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=2.479
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 7333.7 grams
Mass of oven-dry sample in air for Sample 1 2528.4 grams
Mass of container filled with the sample and water for Sample 1 8842.2 grams
Temperature of Water 24 °F
Specific Gravity for Sample 1 2.479
Theoretical maximum density at 25°C (77°F) 2471.8 kg/m^3

Test 4 of 6

DIME Test ID: 2024-06-10-85-4
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: 03/24/2025
Date Tested: 06/11/2024
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=2.376
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.376
Bulk Specific Gravity 2 2.378
Bulk Specific Gravity 3 2.372
Average Bulk Specific Gravity 2.375

Test 5 of 6

DIME Test ID: 2024-06-10-85-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/24/2025
Date Tested: 06/11/2024
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: AASHTO T 269: Pa=4.2%; MS-2: VMA=14.3%, VFA=70.8%, DP=1.4
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4.1 %
Percent Air Voids 3 4.3 %
Average Percent Air Voids 4.2 %

Test 6 of 6

DIME Test ID: 2024-06-10-85-8
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/24/2025
Date Tested: 06/18/2024
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=155psi, S2=152psi, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 155 psi
Average Wet Tensile Strength 152 psi
Tensile Strength Ratio 0.98