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Sample Record for 2024-04-12-80

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

Project Information

Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-04-12-80
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 04/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 04/12/2024
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 2 bags 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: Hat Creek Construction and Materials — Shaw Pit Facility (Lookout, CA)

Material Information

RAP Source: Shaw Pit Facility
Aggregate Size:
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-04-12-80-1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 05/16/2024
Date Tested: 04/17/2024
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data
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 98 %
Cumulative percent passing the #4 sieve 66 %
Cumulative percent passing the #8 sieve 45 %
Cumulative percent passing the #16 sieve 33 %
Cumulative percent passing the #30 sieve 25 %
Cumulative percent passing the #50 sieve 19 %
Cumulative percent passing the #100 sieve 14 %
Cumulative percent passing the #200 sieve 10.9 %

Test 2 of 4

DIME Test ID: 2024-04-12-80-2
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: 05/16/2024
Date Tested: 05/09/2024
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: Pb(uncorrected)=6.15%, Pb≈4.68
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 3047.8 g
Mass of the specimen and specimen basket assembly prior to ignition 4572.2 g
Mass of HMA Sample prior to ignition 1524.4 g
Corrected Asphalt Binder Content 6.15 %
Mass Loss 96.7 g
Mass of aggregate remaining after ignition 1427.7 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 3 of 4

DIME Test ID: 2024-04-12-80-3
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: 05/16/2024
Date Tested: 04/16/2024
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=2.518, Gser≈2.707
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 7334.2 grams
Mass of oven-dry sample in air for Sample 1 1548 grams
Mass of container filled with the sample and water for Sample 1 8267.5 grams
Temperature of Water 76.5 °F
Specific Gravity for Sample 1 2.518
Theoretical maximum density at 25°C (77°F) 2511 kg/m^3

Test 4 of 4

DIME Test ID: 2024-04-12-80-4
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: 05/16/2024
Date Tested: 04/16/2024
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 2.518
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.518
Theoretical maximum density at 25°C (77°F) no data