Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2025-07-21-26
TL Number from the TL Form: 867341
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: 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: 2 bags Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79964B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2025-07-21-26-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/31/2025
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Is an aggregate correction factor used?
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Yes
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|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.9 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
4.1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
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2.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.3 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
74 %
|
|
Cumulative percent passing the #8 sieve
|
51 %
|
|
Cumulative percent passing the #16 sieve
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37 %
|
|
Cumulative percent passing the #30 sieve
|
28 %
|
|
Cumulative percent passing the #50 sieve
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20 %
|
|
Cumulative percent passing the #100 sieve
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15 %
|
|
Cumulative percent passing the #200 sieve
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11.1 %
|
DIME Test ID: 2025-07-21-26-2
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: 01/16/2026
Date Tested: 07/24/2025
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)=6.33%,
Pbr≈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
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3153.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4816.2 g
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Mass of HMA Sample prior to ignition
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1662.7 g
|
|
Corrected Asphalt Binder Content
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6.33 %
|
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Mass Loss
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108.2 g
|
|
Mass of aggregate remaining after ignition
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1554.5 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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0.18 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2025-07-21-26-3
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: 01/16/2026
Date Tested: 07/23/2025
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=2.496
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?
|
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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1722.9 grams
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|
Mass of container filled with the sample and water for Sample 1
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8364.2 grams
|
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Temperature of Water
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76 °F
|
|
Specific Gravity for Sample 1
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2.496
|
|
Theoretical maximum density at 25°C (77°F)
|
2488.8 kg/m^3
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