Print Report | Back to Sample Detail

Sample Record for 2024-06-18-61

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

Project Information

Project ID: 994351 DEA: 07322004 EFIS: 0716000053 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R11.0/R14.0
Work Description: CONSTRUCT STORMWATER TREATMENT DEVICES.
Location Description: THE CITY AND COUNTY OF LOS ANGELES FROM 0.1 MILE WEST OF ARLETA AVENUE UNDERCROSSING TO 0.1 MILE WEST OF ROUTE 118/210 SEPARATION
Contractor Name: G&G Electric Inc.
Contractor Address: 4229 Giles Ct., Riverside, CA 92503
Resident Engineer: Wassem Bakhet Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-18-61
TL Number from the TL Form: 018929
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/18/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 105793
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-149
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-Irwindale

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 105793
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-06-18-61-1
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: 06/19/2024
Date Tested: 06/19/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
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? US Units
Mass Determination Air
Method Performed no data
Mass of container filled with water 1 7359.3 grams
Mass of oven-dry sample in air for Sample 1 2520.6 grams
Mass of container filled with the sample and water for Sample 1 8884 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.531
Theoretical maximum density at 25°C (77°F) 157.5 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-06-18-61-2
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: 06/19/2024
Date Tested: 06/19/2024
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 407-6963
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 the specimen basket assembly 4033.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6056.2 g
Mass of HMA Sample prior to ignition 2022.7 g
Corrected Asphalt Binder Content 4.44 %
Mass Loss 96.6 g
Mass of aggregate remaining after ignition 1926.1 g
Correction Factor (Percent by mass of HMA Specimen) 0.34 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C