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Sample Record for 2024-12-10-53

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

Project Information

Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187 QA Service Level: 2
DIST-CO-RTE-PM: 07-LA-I-5-45.4/54
Work Description: Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley
Location Description: The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd.
Contractor Name: OHLA USA
Contractor Address: Unknown
Resident Engineer: James Shih Structure Rep.: Chanh Tong

Sample Information

DIME Sample ID: 2024-12-10-53
TL Number from the TL Form: 018763
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: 12/10/2024
Date that the sample was received by the laboratory/organization performing the testing: 12/13/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" HMA-A 220200W SVA VLO
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-480
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 220200W SVA VLO
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: 2024-12-10-53-1
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: 12/20/2024
Date Tested: 12/20/2024
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 Mechanical Agitation - Method A
Mass of container filled with water 1 7359.3 grams
Mass of oven-dry sample in air for Sample 1 2549.3 grams
Mass of container filled with the sample and water for Sample 1 8891.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.506
Theoretical maximum density at 25°C (77°F) 156 lb/ft^3

Test 2 of 2

DIME Test ID: 2024-12-10-53-2
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: 12/20/2024
Date Tested: 12/20/2024
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 4012.3 g
Mass of the specimen and specimen basket assembly prior to ignition 6077 g
Mass of HMA Sample prior to ignition 2064.7 g
Corrected Asphalt Binder Content 4.89 %
Mass Loss 102.3 g
Mass of aggregate remaining after ignition 1962.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.06 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C