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Sample Record for 2026-07-01-84

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

Project Information

Project ID: 66667 DEA: JMFPP EFIS: 0019000043 QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-07-01-84
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/01/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/02/2026
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: HMA
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan

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

Test

DIME Test ID: 2026-07-01-84-2
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: 08/06/2026
Date Tested: 08/06/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Submitted from JMF - Ryan Angeles
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.419
Bulk Specific Gravity 2 2.423
Bulk Specific Gravity 3 2.419
Average Bulk Specific Gravity 2.42

Test

DIME Test ID: 2026-07-01-84-3
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: 08/06/2026
Date Tested: 08/06/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Submitted from JMF - Ryan Angeles
Test Result Compliance:
Additional Comments When Verified:
Number of tests 3
What is the unit of measurement for theoretical density? US Units
Mass Determination Water
Specific Gravity for Sample 1 no data
Specific Gravity for Sample 2 no data
Specific Gravity for Sample 3 no data
Average Specific Gravity 2.524
Theoretical maximum density at 25°C (77°F) no data

Test

DIME Test ID: 2026-07-01-84-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/06/2026
Date Tested: 08/06/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Submitted from JMF - Ryan Angeles
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 4.2 %
Percent Air Voids 2 4 %
Percent Air Voids 3 4.2 %
Average Percent Air Voids 4.1 %

Test

DIME Test ID: 2026-07-01-84-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/06/2026
Date Tested: 08/06/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Submitted from JMF - Ryan Angeles
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Average Dry Tensile Strength 197 psi
Average Wet Tensile Strength 126 psi
Tensile Strength Ratio 0.639