Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215250 DEA: 021J4404 EFIS: 0220000079
QA Service Level: 1
DIST-CO-RTE-PM: 02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Work Description: ASPHALT RUBBER CHIP SEAL.
Location Description: MODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
Contractor Name: AMERICAN PAVEMENT SYSTEMS , Inc.
Contractor Address: 1012 11th Street, Modesto, CA 95354
Resident Engineer: Tofael Anwar Structure Rep.: Unknown
DIME Sample ID: 2021-06-14-33
TL Number from the TL Form: 853348
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 06/14/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of 3/8-inch RAP (Combined)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78844D
Structure unique identifier:
Structure name:
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: Eagle Peak
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
DIME Test ID: 2021-06-14-33-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/30/2021
Date Tested: 06/16/2021
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:
Additional Comments When Verified:
|
Does this test use 1/4 sieve?
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Yes
|
|
Is an aggregate correction factor used?
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No
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|
Total mass of material in the sample
|
1496.8 grams
|
|
Cumulative mass retained on the 2 in. sieve
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0.0 grams
|
|
Cumulative mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Cumulative mass retained on the 1/2 in. sieve
|
17.8 grams
|
|
Cumulative mass retained on the 3/8 in. sieve
|
104.3 grams
|
|
Cumulative mass retained on the 1/4 in. sieve
|
322.4 grams
|
|
Cumulative mass retained on the #4 sieve
|
468.0 grams
|
|
Cumulative mass retained on the #8 sieve
|
768.5 grams
|
|
Cumulative mass retained on the #16 sieve
|
986.0 grams
|
|
Cumulative mass retained on the #30 sieve
|
1119.8 grams
|
|
Cumulative mass retained on the #50 sieve
|
1218.5 grams
|
|
Cumulative mass retained on the #100 sieve
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1298.9 grams
|
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Cumulative mass retained on the #200 sieve
|
1353.4 grams
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
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|
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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98.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
93 %
|
|
Cumulative percent passing the 1/4 in. sieve
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78.5 %
|
|
Cumulative percent passing the #4 sieve
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68.7 %
|
|
Cumulative percent passing the #8 sieve
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48.7 %
|
|
Cumulative percent passing the #16 sieve
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34.1 %
|
|
Cumulative percent passing the #30 sieve
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25.2 %
|
|
Cumulative percent passing the #50 sieve
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18.6 %
|
|
Cumulative percent passing the #100 sieve
|
13.2 %
|
|
Cumulative percent passing the #200 sieve
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9.6 %
|
DIME Test ID: 2021-06-14-33-2
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: 12/30/2021
Date Tested: 06/16/2021
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: does not comply
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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US 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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7336.6 grams
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Mass of oven-dry sample in air for Sample 1
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1658.7 grams
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Mass of container filled with the sample and water for Sample 1
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8331.4 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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2.498
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Theoretical maximum density at 25°C (77°F)
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no data
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DIME Test ID: 2021-06-14-33-3
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: 12/30/2021
Date Tested: 06/16/2021
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: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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7.38 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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Moisture Content
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no data
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|
Temperature Compensation Factor
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no data
|
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Test Temperature
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no data
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