Print Report | Back to Sample Detail

Sample Record for 2021-05-19-40

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215252 DEA: 021J4704 EFIS: 0220000082 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3-46.7/49.8,63.8/67.704
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description: TRINITY COUNTY NEAR TRINITY CENTER FROM 0.7 MILE NORTH OF CEDAR STOCK ROAD TO DIENER MINE VIADUCT AND FROM 2.3 MILES NORTH OF EL DORADO WAY TO COFFEE CREEK BRIDGE NO. 05-0060
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-19-40
TL Number from the TL Form: 002574
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: 05/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 05/19/2021
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP (-3/8-inch RAP)
From where was the sample collected: Manufacturer
Laboratory sample identification: D78805B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - 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:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2021-05-19-40-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 07/27/2021
Date Tested: 05/20/2021
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? Method A
Mass of the specimen basket assembly no data
Mass of the specimen and specimen basket assembly prior to ignition no data
Mass of HMA Sample prior to ignition 1654.5 g
Corrected Asphalt Binder Content 6.35 %
Mass Loss no data
Mass of aggregate remaining after ignition 1549.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor no data
Test Temperature 1000 F

Test 2 of 3

DIME Test ID: 2021-05-19-40-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/27/2021
Date Tested: 05/20/2021
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 99.5 %
Cumulative percent passing the 1/4 in. sieve 87.6 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 49.8 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 25.7 %
Cumulative percent passing the #50 sieve 18.9 %
Cumulative percent passing the #100 sieve 14.1 %
Cumulative percent passing the #200 sieve 10.9 %

Test 3 of 3

DIME Test ID: 2021-05-19-40-3
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: 07/27/2021
Date Tested: 05/20/2021
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 1675.4 grams
Mass of container filled with the sample and water for Sample 1 8349.6 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.529
Theoretical maximum density at 25°C (77°F) no data