Print Report | Back to Sample Detail

Sample Record for 2024-06-03-35

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

Project Information

Project ID: 995533 DEA: 070W7104 EFIS: 0723000034 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R13.4/R18.1
Work Description: DIGOUT, SLURRY SEAL, COLD PLANE OVERLAY, AND PAVEMENT DELINEATION.
Location Description: LOS ANGELES COUNTY FROM LOS ANGELES RIVER BRIDGE SEPARATION IN PARAMOUNT TO STUDEBAKER ROAD IN NORWALK
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: 2750 Lilac Ave, Bloomington, CA 92316
Resident Engineer: Steven Taing Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-03-35
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/03/2024
The quantity of what the sample constitutes: 16 boxes of RHMA-G, 4 QTS OF PG64-16
A brief description of the sample: 3/4" RHMA-G-SP 0.50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0274G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American Asphalt-Irwindale

Material Information

HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 106835
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: 2024-06-03-35-1
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: 07/08/2024
Date Tested: 06/07/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
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 7352 grams
Mass of oven-dry sample in air for Sample 1 2551.4 grams
Mass of container filled with the sample and water for Sample 1 8856.5 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.437
Theoretical maximum density at 25°C (77°F) 2430 kg/m^3

Test 2 of 4

DIME Test ID: 2024-06-03-35-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/08/2024
Date Tested: 06/08/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.5 %
Percent Air Voids 2 3 %
Percent Air Voids 3 3 %
Average Percent Air Voids 3.2 %

Test 3 of 4

DIME Test ID: 2024-06-03-35-3
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: 07/08/2024
Date Tested: 06/08/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.351
Bulk Specific Gravity 2 2.364
Bulk Specific Gravity 3 2.365
Average Bulk Specific Gravity 2.36

Test 4 of 4

DIME Test ID: 2024-06-03-35-4
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: 07/08/2024
Date Tested: 06/07/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2104 g
Corrected Asphalt Binder Content 7.68 %
Mass Loss 164.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.08 %
Moisture Content no data0 %
Temperature Compensation Factor 0.07 %
Test Temperature 538 C