Print Report | Back to Sample Detail

Sample Record for 2024-09-25-89

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

Project Information

Project ID: 212498 DEA: 021H5204 EFIS: 0217000009 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2024-09-25-89
TL Number from the TL Form: 823619
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 8 Boxes
A brief description of the sample: 3/4" HMA-A w/23.6% RAP, PG58-34M Valero
From where was the sample collected: Manufacturer
Laboratory sample identification: D79734
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction - Fawndale Rock and Asphalt - Redding CA

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-09-25-89-1
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: 10/08/2024
Date Tested: 10/08/2024
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: Gmm=2.576
Test Result Compliance: not applicable
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 2526.7 grams
Mass of container filled with the sample and water for Sample 1 8878 grams
Temperature of Water 75 °F
Specific Gravity for Sample 1 2.576
Theoretical maximum density at 25°C (77°F) 2568.5 kg/m^3

Test 2 of 4

DIME Test ID: 2024-09-25-89-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 10/08/2024
Date Tested: 10/03/2024
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: Gmb=2.465
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.473
Bulk Specific Gravity 2 2.467
Bulk Specific Gravity 3 2.454
Average Bulk Specific Gravity 2.465

Test 3 of 4

DIME Test ID: 2024-09-25-89-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/08/2024
Date Tested: 10/08/2024
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: Pa=4.3
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4 %
Percent Air Voids 2 4.2 %
Percent Air Voids 3 4.7 %
Average Percent Air Voids 4.3 %

Test 4 of 4

DIME Test ID: 2024-09-25-89-4
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: 11/06/2024
Date Tested: 11/06/2024
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=4.50%
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 3027.8 g
Mass of the specimen and specimen basket assembly prior to ignition 5093.6 g
Mass of HMA Sample prior to ignition 2065.8 g
Corrected Asphalt Binder Content 4.5 %
Mass Loss 103.2 g
Mass of aggregate remaining after ignition 1962.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C