Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000698 DEA: 024H0704 EFIS: 0218000074
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-139-0.74/11.0
Work Description: PLACE HMA (TYPE A), TRAFFIC CONTROL SYSTEM, TRAFFIC STRIPE, RDWY EXC.
Location Description: LASSEN COUNTY NEAR SUSANVILLE FROM 0.1 MILE NORTH OF CHESTNUT STREET TO 2.6 MILES SOUTH OF HORSE LAKE ROAD
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Tooraj Yegan
DIME Sample ID: 2025-08-09-17
TL Number from the TL Form: 876956
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: 08/09/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/11/2025
The quantity of what the sample constitutes: 10000 tons
A brief description of the sample: 10 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 binder from Albina (K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80038
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-08-09-17-1
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: 09/22/2025
Date Tested: 09/11/2025
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:
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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?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
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no data
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Mass of container filled with water
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2624.8 grams
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Mass of container filled with the sample and water for Sample 1
|
8892.1 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.468
|
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Theoretical maximum density at 25°C (77°F)
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2460.8 kg/m^3
|
DIME Test ID: 2025-08-09-17-2
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: 09/22/2025
Date Tested: 09/12/2025
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=2.352
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
|
2.355
|
|
Bulk Specific Gravity 2
|
2.35
|
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Bulk Specific Gravity 3
|
2.351
|
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Average Bulk Specific Gravity
|
2.352
|
DIME Test ID: 2025-08-09-17-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/22/2025
Date Tested: 09/12/2025
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=4.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.6 %
|
|
Percent Air Voids 2
|
4.8 %
|
|
Percent Air Voids 3
|
4.7 %
|
|
Average Percent Air Voids
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4.7 %
|
DIME Test ID: 2025-08-09-17-5
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: 09/22/2025
Date Tested: 09/18/2025
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: Pb=6.07%, TV=5.67%
Test Result Compliance: complies
Additional Comments When Verified:
|
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
|
3029.1 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5170.5 g
|
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Mass of HMA Sample prior to ignition
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2141.4 g
|
|
Corrected Asphalt Binder Content
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6.06 %
|
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Mass Loss
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151.5 g
|
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Mass of aggregate remaining after ignition
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1989.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.87 %
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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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