Sample Record for 2021-10-27-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 215704 DEA: 020J9104 EFIS: 0219000174
QA Service Level: 1
DIST-CO-RTE-PM: 02-LAS,MOD,SHA-89,139,299-VAR
Work Description: REPAIR UNSOUND CONCRETE, POLYESTER CONCRETE OVERLAYS, JOINT SEALS.
Location Description: LASSEN, MODOC, AND SHASTA COUNTIES AT VARIOUS LOCATIONS
Contractor Name: AMERICAN CIVIL CONSTRUCTORS WEST COAST LLC
Contractor Address: 2990 Bay Vista Court, Benicia, CA 95122
Resident Engineer: Tofael Anwar Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-10-27-12
TL Number from the TL Form: 875743
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2021
The quantity of what the sample constitutes: PSE 1 Bag
A brief description of the sample: 3/8" RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78967
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
Material Information
RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8 Inch
Aggregate Source:
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test Results
Test 1 of 3
DIME Test ID: 2021-10-27-12-1
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: 11/18/2021
Date Tested: 10/29/2021
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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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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7336.5 grams
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Mass of oven-dry sample in air for Sample 1
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1420.5 grams
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Mass of container filled with the sample and water for Sample 1
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8205.7 grams
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Temperature of Water
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76 °F
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Specific Gravity for Sample 1
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2.577
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 2 of 3
DIME Test ID: 2021-10-27-12-2
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: 11/18/2021
Date Tested: 10/29/2021
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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6.16 %
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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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no data0 %
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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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Test 3 of 3
DIME Test ID: 2021-10-27-12-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 11/18/2021
Date Tested: 11/01/2021
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:
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Is an aggregate correction factor used?
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No
|
|
Cumulative percent passing the 2 in. sieve
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100 %
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|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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|
Cumulative percent passing the 3/4 in. sieve
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100 %
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Cumulative percent passing the 1/2 in. sieve
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100 %
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Cumulative percent passing the 3/8 in. sieve
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99.4 %
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Cumulative percent passing the 1/4 in. sieve
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82.6 %
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Cumulative percent passing the #4 sieve
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68.4 %
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|
Cumulative percent passing the #8 sieve
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46.1 %
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|
Cumulative percent passing the #16 sieve
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33.4 %
|
|
Cumulative percent passing the #30 sieve
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25.4 %
|
|
Cumulative percent passing the #50 sieve
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19.3 %
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|
Cumulative percent passing the #100 sieve
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14.5 %
|
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Cumulative percent passing the #200 sieve
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11 %
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