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Sample Record for 2023-08-24-18

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

Project Information

Project ID: 995017 DEA: 09392604 EFIS: 0922000035 QA Service Level: 1
DIST-CO-RTE-PM: 09--14-35.5/37.1
Work Description: Cold plane AC pavement and place RHMA-G.
Location Description: IN KERN COUNTY ABOUT 19 MILES EAST OF MOJAVE FROM ROGERS ROAD TO 0.5 MILE EAST OF REDROCK RANDSBURG ROAD.
Contractor Name: Griffith Company
Contractor Address: 1128 Carrier Parkway, Bakersfield ,CA 93308
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-24-18
TL Number from the TL Form:
Sample Submitted By Organization: NV5 — Bakersfield
Sample Organization Contact: 1 (661) 546-5935
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/24/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2023
The quantity of what the sample constitutes: 750 tons to 1500 tons of 1506.40 total tons
A brief description of the sample: 1/2" Rubberized Hot Mix
From where was the sample collected: Supplier
Laboratory sample identification: HMA8
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Griffith Edmonston-Lebec

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: GRF2012RHMALSM
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: 2023-08-24-18-1
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: 08/30/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-G 08
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 4248.1 g
Mass of the specimen and specimen basket assembly prior to ignition 6104.8 g
Mass of HMA Sample prior to ignition 1856.7 g
Corrected Asphalt Binder Content 7.55 %
Mass Loss 143.6 g
Mass of aggregate remaining after ignition 1713.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.18 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test 2 of 4

DIME Test ID: 2023-08-24-18-2
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: 08/30/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-G 08
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 7310.5 grams
Mass of oven-dry sample in air for Sample 1 1877.6 grams
Mass of container filled with the sample and water for Sample 1 8432.3 grams
Temperature of Water 77.1 °F
Specific Gravity for Sample 1 2.484
Theoretical maximum density at 25°C (77°F) 154.6 lb/ft^3

Test 3 of 4

DIME Test ID: 2023-08-24-18-3
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: 08/30/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-G 08
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.398
Bulk Specific Gravity 2 2.395
Bulk Specific Gravity 3 2.395
Average Bulk Specific Gravity 2.396

Test 4 of 4

DIME Test ID: 2023-08-24-18-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/30/2023
Date Tested: 08/30/2023
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: RHMA-G 08
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.5 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.6 %
Average Percent Air Voids 3.6 %