Print Report | Back to Sample Detail

Sample Record for 2026-05-10-15

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

Project Information

Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-0.0/12.5
Work Description: VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location Description: TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Edward Worden Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-05-10-15
TL Number from the TL Form: 896855
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: 05/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2026
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 1 bag of Fine RAP (3/8-inch)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction — Orland Plant (Orland, CA)

Material Information

RAP Source: Orland Plant
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

DIME Test ID: 2026-05-10-15-1
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: 06/05/2026
Date Tested: 05/14/2026
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)=5.81%
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 3045 g
Mass of the specimen and specimen basket assembly prior to ignition 4639.4 g
Mass of HMA Sample prior to ignition 1594.4 g
Corrected Asphalt Binder Content 5.81 %
Mass Loss 95.6 g
Mass of aggregate remaining after ignition 1498.8 g
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C

Test

DIME Test ID: 2026-05-10-15-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/05/2026
Date Tested: 05/18/2026
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) 0.6 %
Aggregate correction factor for the #4 sieve (% passing) -2 %
Aggregate correction factor for the #8 sieve (% passing) -2 %
Aggregate correction factor for the #16 sieve (% passing) -1.6 %
Aggregate correction factor for the #30 sieve (% passing) -1.2 %
Aggregate correction factor for the #50 sieve (% passing) -1 %
Aggregate correction factor for the #100 sieve (% passing) -0.8 %
Aggregate correction factor for the #200 sieve (% passing) -0.7 %
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 100 %
Cumulative percent passing the #4 sieve 74 %
Cumulative percent passing the #8 sieve 52 %
Cumulative percent passing the #16 sieve 38 %
Cumulative percent passing the #30 sieve 28 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 13 %
Cumulative percent passing the #200 sieve 9.5 %

Test

DIME Test ID: 2026-05-10-15-3
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: 06/05/2026
Date Tested: 05/15/2026
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=2.569
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 7331.1 grams
Mass of oven-dry sample in air for Sample 1 2523.1 grams
Mass of container filled with the sample and water for Sample 1 8872.1 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.569
Theoretical maximum density at 25°C (77°F) 2561.5 kg/m^3