Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001113 DEA: 021K0804 EFIS: 0224000049
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-395-0.0/5.0
Work Description: PLACE HMA OVERLAY AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: MODOC COUNTY NEAR LIKELY FROM LASSEN COUNTY LINE TO 0.8 MILE NORTH OF COUNTY ROAD 189
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2025-09-18-75
TL Number from the TL Form: 854561
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: Reclaimed Asphalt Pavement
Sample Taken Date: 09/18/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/18/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80043
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials — Fitch Road Rock and Asphalt (Alturas, CA)
DIME Test ID: 2025-09-18-75-1
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: 10/10/2025
Date Tested: 09/22/2025
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: Pbr(uncorrected)=8.50%
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
|
3029.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4630.4 g
|
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Mass of HMA Sample prior to ignition
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1600.7 g
|
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Corrected Asphalt Binder Content
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8.5 %
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Mass Loss
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139.1 g
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Mass of aggregate remaining after ignition
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1461.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.19 %
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Test Temperature
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538 C
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DIME Test ID: 2025-09-18-75-2
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: 10/10/2025
Date Tested: 09/30/2025
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: Gmmr=2.463
Test Result Compliance: complies
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 grams
|
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Mass of oven-dry sample in air for Sample 1
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1551.4 grams
|
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Mass of container filled with the sample and water for Sample 1
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8252.5 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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2.463
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Theoretical maximum density at 25°C (77°F)
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2455.9 kg/m^3
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