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Sample Record for 2023-10-06-37

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Project Information

Project ID: 994638 DEA: 023J8404 EFIS: 0222000089 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-28.0/34.5
Work Description: HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-10-06-37
TL Number from the TL Form: 824487
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 10/06/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 2 bags of Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79367B
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 Rock and Asphalt
Aggregate Size: 3/8-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2023-10-06-37-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/17/2023
Date Tested: 10/12/2023
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: not applicable
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Aggregate correction factor for the 2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) 0.0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -1.3 %
Aggregate correction factor for the #4 sieve (% passing) 2.0 %
Aggregate correction factor for the #8 sieve (% passing) 1.3 %
Aggregate correction factor for the #16 sieve (% passing) 0.0 %
Aggregate correction factor for the #30 sieve (% passing) -0.7 %
Aggregate correction factor for the #50 sieve (% passing) -2.7 %
Aggregate correction factor for the #100 sieve (% passing) -3.0 %
Aggregate correction factor for the #200 sieve (% passing) -2.9 %
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 98 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 51 %
Cumulative percent passing the #16 sieve 35 %
Cumulative percent passing the #30 sieve 25 %
Cumulative percent passing the #50 sieve 16 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 7.6 %

Test 2 of 3

DIME Test ID: 2023-10-06-37-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/17/2023
Date Tested: 10/10/2023
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: Gmmr=2.553
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7335.1 grams
Mass of oven-dry sample in air for Sample 1 1629.3 grams
Mass of container filled with the sample and water for Sample 1 8326.2 grams
Temperature of Water 25.1 °F
Specific Gravity for Sample 1 2.553
Theoretical maximum density at 25°C (77°F) 2546 kg/m^3

Test 3 of 3

DIME Test ID: 2023-10-06-37-3
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: 10/17/2023
Date Tested: 10/12/2023
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: Pbr(Uncorrected)=5.64%
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3108.7 g
Mass of the specimen and specimen basket assembly prior to ignition 4439.0 g
Mass of HMA Sample prior to ignition 1330.3 g
Corrected Asphalt Binder Content 5.63 %
Mass Loss 78.0 g
Mass of aggregate remaining after ignition 1252.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.00 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.23 %
Test Temperature 538 C