Print Report | Back to Sample Detail

Sample Record for 2024-05-16-119

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

Project Information

Project ID: 212778 DEA: 023H6504 EFIS: 0218000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-25.2/38.6
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location Description: SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Alejandro Trochez

Sample Information

DIME Sample ID: 2024-05-16-119
TL Number from the TL Form: 899687
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: 05/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/16/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: Fine RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79530B
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, Redding, CA
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: 2024-05-16-119-1
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: 12/02/2024
Date Tested: 05/23/2024
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)=5.63%, Pbr≈4.66%
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 3110.5 g
Mass of the specimen and specimen basket assembly prior to ignition 4593.8 g
Mass of HMA Sample prior to ignition 1483.3 g
Corrected Asphalt Binder Content 5.63 %
Mass Loss 86.1 g
Mass of aggregate remaining after ignition 1397.2 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.17 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-05-16-119-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 12/02/2024
Date Tested: 05/28/2024
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) no data0 %
Aggregate correction factor for the 1 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/4 in. sieve (% passing) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) no data0 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.8 %
Aggregate correction factor for the #4 sieve (% passing) -1.5 %
Aggregate correction factor for the #8 sieve (% passing) -0.1 %
Aggregate correction factor for the #16 sieve (% passing) 0.1 %
Aggregate correction factor for the #30 sieve (% passing) 0.2 %
Aggregate correction factor for the #50 sieve (% passing) -0.3 %
Aggregate correction factor for the #100 sieve (% passing) -0.8 %
Aggregate correction factor for the #200 sieve (% passing) -0.9 %
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 99 %
Cumulative percent passing the #4 sieve 75 %
Cumulative percent passing the #8 sieve 53 %
Cumulative percent passing the #16 sieve 38 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 11.1 %

Test 3 of 3

DIME Test ID: 2024-05-16-119-3
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: 12/02/2024
Date Tested: 05/20/2024
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=2.580, Gser≈2.782
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 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 7334.2 grams
Mass of oven-dry sample in air for Sample 1 1723.1 grams
Mass of container filled with the sample and water for Sample 1 8389.5 grams
Temperature of Water 78 °F
Specific Gravity for Sample 1 2.58
Theoretical maximum density at 25°C (77°F) 2572.5 kg/m^3