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Sample Record for 2026-07-21-40

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

Project Information

Project ID: 1000775 DEA: 022J9704 EFIS: 0221000154 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5,89-Var
Work Description: BRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location Description: SHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 SWETZER ROAD, Loomis CA 95650
Resident Engineer: Kyle Higgins Structure Rep.: Chris Brace

Sample Information

DIME Sample ID: 2026-07-21-40
TL Number from the TL Form: 875939
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: 07/21/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2026
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 2 bags RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D80299B
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:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test

DIME Test ID: 2026-07-21-40-1
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: 08/04/2026
Date Tested: 07/24/2026
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=2.612, Gser≈2.815
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 7330.6 grams
Mass of oven-dry sample in air for Sample 1 2565.4 grams
Mass of container filled with the sample and water for Sample 1 8913.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.612
Theoretical maximum density at 25°C (77°F) 2604.4 kg/m^3

Test

DIME Test ID: 2026-07-21-40-2
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: 08/04/2026
Date Tested: 07/27/2026
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)=5.31%, Pb≈4.56%
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 3036.3 g
Mass of the specimen and specimen basket assembly prior to ignition 4661.1 g
Mass of HMA Sample prior to ignition 1624.8 g
Corrected Asphalt Binder Content 5.31 %
Mass Loss 89.2 g
Mass of aggregate remaining after ignition 1535.6 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

DIME Test ID: 2026-07-21-40-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/04/2026
Date Tested: 07/28/2026
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 70 %
Cumulative percent passing the #8 sieve 47 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 23 %
Cumulative percent passing the #50 sieve 15 %
Cumulative percent passing the #100 sieve 11 %
Cumulative percent passing the #200 sieve 8.3 %