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Sample Record for 2021-06-17-37

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Project Information

Project ID: 212777 DEA: 021H1104 EFIS: 0215000106 QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS-299-25.58/25.58
Work Description: BUILDING WORK.
Location Description: LASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
Contractor Name: Walsh Construction Company II, LLC (Walsh)
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Mike Zdenek Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2021-06-17-37
TL Number from the TL Form: 766443
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: 06/17/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78847D
Structure unique identifier:
Structure name: Not Applicable
The fabricator/manufacturer/facility name: Eagle Peak Rock and Paving – Alturas Plant (Alturas, CA)

Material Information

RAP Source: Eagle Peak Rock and Paving, Alturas Plant, Alturas, CA
Aggregate Size: 3/8-inch
Aggregate Source: Unknown
RAP Stockpile:
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-06-17-37-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 01/13/2022
Date Tested: 06/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: Pb ≈ 5.51%
Test Result Compliance: complies
Additional Comments When Verified:
Asphalt Binder Content 7.71 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 2 of 3

DIME Test ID: 2021-06-17-37-2
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: 01/13/2022
Date Tested: 06/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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: Gser ≈ 2.714
Test Result Compliance: does not comply
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 1667.3 grams
Mass of container filled with the sample and water for Sample 1 8335.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.493

Test 3 of 3

DIME Test ID: 2021-06-17-37-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 01/13/2022
Date Tested: 06/22/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Drive, 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 1509.7 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 3.1 grams
Cumulative mass retained on the 3/8 in. sieve 76.3 grams
Mass retained on the 1/4 in. sieve 239.3 grams
Cumulative mass retained on the #4 sieve 368.8 grams
Cumulative mass retained on the #8 sieve 661.9 grams
Cumulative mass retained on the #16 sieve 896.3 grams
Cumulative mass retained on the #30 sieve 1059.1 grams
Cumulative mass retained on the #50 sieve 1183.1 grams
Cumulative mass retained on the #100 sieve 1283.6 grams
Cumulative mass retained on the #200 sieve 1350.9 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 99.8 %
Cumulative percent passing the 3/8 in. sieve 94.9 %
Cumulative percent passing the 1/4 in. sieve 84.1 %
Cumulative percent passing the #4 sieve 75.6 %
Cumulative percent passing the #8 sieve 56.2 %
Cumulative percent passing the #16 sieve 40.6 %
Cumulative percent passing the #30 sieve 29.8 %
Cumulative percent passing the #50 sieve 21.6 %
Cumulative percent passing the #100 sieve 15 %
Cumulative percent passing the #200 sieve 10.52 %

Tests Assigned to this Sample

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