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Sample Record for 2024-08-12-65

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

Project Information

Project ID: 995051 DEA: 023H6804 EFIS: 0218000006 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.8/R44.1
Work Description: PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM.
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-08-12-65
TL Number from the TL Form: 851379
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: 08/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/13/2024
The quantity of what the sample constitutes: 1 bag RAP
A brief description of the sample: 1 Bag RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79687B
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, Reddimg, CA
Aggregate Size:
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: 2024-08-12-65-1
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: 08/21/2024
Date Tested: 08/19/2024
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=6.13
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 3027.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4723.5 g
Mass of HMA Sample prior to ignition 1695.9 g
Corrected Asphalt Binder Content 6.12 %
Mass Loss 106.9 g
Mass of aggregate remaining after ignition 1589 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.18 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-08-12-65-2
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: 08/21/2024
Date Tested: 08/20/2024
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=2.554
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 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1840.9 grams
Mass of container filled with the sample and water for Sample 1 8452.5 grams
Temperature of Water 25.1 °F
Specific Gravity for Sample 1 2.554
Theoretical maximum density at 25°C (77°F) 2547 kg/m^3

Test 3 of 3

DIME Test ID: 2024-08-12-65-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/21/2024
Date Tested: 08/20/2024
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:
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) -1.3 %
Aggregate correction factor for the #4 sieve (% passing) 2 %
Aggregate correction factor for the #8 sieve (% passing) 1.3 %
Aggregate correction factor for the #16 sieve (% passing) no data0 %
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 %
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 97 %
Cumulative percent passing the #4 sieve 73 %
Cumulative percent passing the #8 sieve 51 %
Cumulative percent passing the #16 sieve 36 %
Cumulative percent passing the #30 sieve 26 %
Cumulative percent passing the #50 sieve 18 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9.3 %