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Sample Record for 2021-06-10-29

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Project Information

Project ID: 214190 DEA: 024G41U4 EFIS: 0218000047 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS,SIS-5-Var
Work Description: REPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location Description: SHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Contractor Name: J.F. Shea Construction, Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicole Mallory Structure Rep.: Adam Scardaci

Sample Information

DIME Sample ID: 2021-06-10-29
TL Number from the TL Form: 779375
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: 06/10/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78839B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding, CA

Material Information

RAP Source: Fawndale
Aggregate Size: 3/8 Inch
Aggregate Source: Unknown
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2021-06-10-29-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/24/2021
Date Tested: 06/14/2021
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:
Is an aggregate correction factor used? No
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 99.4 %
Cumulative percent passing the 1/4 in. sieve 88.5 %
Cumulative percent passing the #4 sieve 76.3 %
Cumulative percent passing the #8 sieve 53.9 %
Cumulative percent passing the #16 sieve 38.3 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 20.5 %
Cumulative percent passing the #100 sieve 15.2 %
Cumulative percent passing the #200 sieve 11.7 %

Test 2 of 3

DIME Test ID: 2021-06-10-29-2
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: 12/24/2021
Date Tested: 06/14/2021
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:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
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 1549.5 grams
Mass of container filled with the sample and water for Sample 1 8287.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.588
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2021-06-10-29-3
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: 12/24/2021
Date Tested: 06/14/2021
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:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 5.83 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data