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Sample Record for 2021-07-22-33

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Project Information

Project ID: 215483 DEA: 022J0004 EFIS: 0221000017 QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-49-0.0/7.5
Work Description: PLACE HOT MIX ASPHALT (TYPE A).
Location Description: PLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
Contractor Name: ALL AMERICAN CONSTRUCTION
Contractor Address: P.O. BOX 635 2048 PASEO ROAD, LIVE OAK CA 95953
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-07-22-33
TL Number from the TL Form: 996941
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/22/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2021
The quantity of what the sample constitutes: PSE
A brief description of the sample: 3/8 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78910
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Western NV Materials, Spanish Springs

Material Information

RAP Source: WNM Spanish Springs
Aggregate Size: 3/8 inch
Aggregate Source: WNM Spanish Springs
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-07-22-33-1
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: 08/09/2021
Date Tested: 07/29/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.6 grams
Mass of oven-dry sample in air for Sample 1 1581.9 grams
Mass of container filled with the sample and water for Sample 1 8288.7 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.512

Test 2 of 3

DIME Test ID: 2021-07-22-33-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 08/09/2021
Date Tested: 07/29/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Asphalt Binder Content 5.57 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 3 of 3

DIME Test ID: 2021-07-22-33-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/09/2021
Date Tested: 07/30/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
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:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1543 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 40.4 grams
Mass retained on the 1/4 in. sieve 280.5 grams
Cumulative mass retained on the #4 sieve 449.5 grams
Cumulative mass retained on the #8 sieve 735.1 grams
Cumulative mass retained on the #16 sieve 928.5 grams
Cumulative mass retained on the #30 sieve 1070.9 grams
Cumulative mass retained on the #50 sieve 1197.9 grams
Cumulative mass retained on the #100 sieve 1298.8 grams
Cumulative mass retained on the #200 sieve 1364.5 grams
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 97.4 %
Cumulative percent passing the 1/4 in. sieve 81.8 %
Cumulative percent passing the #4 sieve 70.9 %
Cumulative percent passing the #8 sieve 52.4 %
Cumulative percent passing the #16 sieve 39.8 %
Cumulative percent passing the #30 sieve 30.6 %
Cumulative percent passing the #50 sieve 22.4 %
Cumulative percent passing the #100 sieve 15.8 %
Cumulative percent passing the #200 sieve 11.57 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.