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Sample Record for 2024-07-29-75

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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: 2024-07-29-75
TL Number from the TL Form: 853422
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: 07/29/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/30/2024
The quantity of what the sample constitutes: 1 Bag Rap
A brief description of the sample: RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79673B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - 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: 2024-07-29-75-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/15/2024
Date Tested: 08/15/2024
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 75 %
Cumulative percent passing the #8 sieve 55 %
Cumulative percent passing the #16 sieve 39 %
Cumulative percent passing the #30 sieve 29 %
Cumulative percent passing the #50 sieve 20 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.2 %

Test 2 of 3

DIME Test ID: 2024-07-29-75-2
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: 08/15/2024
Date Tested: 08/08/2024
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)=6.23
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 3034.4 g
Mass of the specimen and specimen basket assembly prior to ignition 4738.6 g
Mass of HMA Sample prior to ignition 1704.2 g
Corrected Asphalt Binder Content 6.23 %
Mass Loss 109.2 g
Mass of aggregate remaining after ignition 1595 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 3 of 3

DIME Test ID: 2024-07-29-75-3
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: 08/15/2024
Date Tested: 08/14/2024
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=2.552
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 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1673.1 grams
Mass of container filled with the sample and water for Sample 1 8349.7 grams
Temperature of Water 25 °F
Specific Gravity for Sample 1 2.552
Theoretical maximum density at 25°C (77°F) 2544.6 kg/m^3