Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
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)
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
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:
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Asphalt Binder Content
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7.71 %
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|
Correction Factor (Percent by mass of HMA Specimen)
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0 %
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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:
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Number of tests
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1
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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
|
7336.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
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1667.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8335.0 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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2.493
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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:
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Does this test use 1/4 sieve?
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Yes
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Total mass of material in the sample
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1509.7 grams
|
|
Mass retained on the 2 in. sieve
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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
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368.8 grams
|
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Cumulative mass retained on the #8 sieve
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661.9 grams
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Cumulative mass retained on the #16 sieve
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896.3 grams
|
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Cumulative mass retained on the #30 sieve
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1059.1 grams
|
|
Cumulative mass retained on the #50 sieve
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1183.1 grams
|
|
Cumulative mass retained on the #100 sieve
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1283.6 grams
|
|
Cumulative mass retained on the #200 sieve
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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
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99.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
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94.9 %
|
|
Cumulative percent passing the 1/4 in. sieve
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84.1 %
|
|
Cumulative percent passing the #4 sieve
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75.6 %
|
|
Cumulative percent passing the #8 sieve
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56.2 %
|
|
Cumulative percent passing the #16 sieve
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40.6 %
|
|
Cumulative percent passing the #30 sieve
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29.8 %
|
|
Cumulative percent passing the #50 sieve
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21.6 %
|
|
Cumulative percent passing the #100 sieve
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15 %
|
|
Cumulative percent passing the #200 sieve
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10.52 %
|