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Sample Record for 2024-10-16-17

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Project Information

Project ID: 1000649 DEA: 061H3404 EFIS: 0625000042 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-23.49
Work Description: BRIDGE REPAIR FOR BR #46 0192
Location Description: Tulare County along NB SR 99 at Avenue 184 OC, Bridge #46 0192.
Contractor Name: Yarbs Grading and Paving, Inc.
Contractor Address: P.O.Box 87 Fowler, CA 93625
Resident Engineer: Amir Zamanian Structure Rep.: Luis Guzman

Sample Information

DIME Sample ID: 2024-10-16-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 974-1304
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/16/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/17/2024
The quantity of what the sample constitutes: 10 Boxes 2 Bags 4 Cans
A brief description of the sample: HMA Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Porterville Rock and Recycle

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 2
HMA Mix Number: 23J018
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-10-16-17-1
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: 10/17/2024
Date Tested: 10/17/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
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 2099 g
Corrected Asphalt Binder Content 4.62 %
Mass Loss 105.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.28 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 5

DIME Test ID: 2024-10-16-17-2
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: 10/17/2024
Date Tested: 10/17/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
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 7318.7 grams
Mass of oven-dry sample in air for Sample 1 2510.9 grams
Mass of container filled with the sample and water for Sample 1 8899.3 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.699
Theoretical maximum density at 25°C (77°F) 2691 kg/m^3

Test 3 of 5

DIME Test ID: 2024-10-16-17-3
Test Method: CTM 375-February 2012: Determining the Density and Relative Compaction of Data Cores (lab)
Verified Date: 10/17/2024
Date Tested: 10/17/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Cores 2
Core 1 ID 1-1
Dry Weight 1 1354.9 grams
Parrafin Coated Weight 1 1370.6 grams
Coated Weight in Water 1 821.9 grams
Theoretical Maximum Density 2.706
Core 2 ID 1-2
Dry Weight 2 954.1 grams
Parrafin Coated Weight 2 973.5 grams
Coated Weight in Water 2 566.7 grams
Sublot Relative Compaction 92.8 %

Test 4 of 5

DIME Test ID: 2024-10-16-17-4
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: 10/22/2024
Date Tested: 10/21/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.538
Bulk Specific Gravity 2 2.532
Bulk Specific Gravity 3 2.539
Average Bulk Specific Gravity 2.536

Test 5 of 5

DIME Test ID: 2024-10-16-17-5
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: 10/22/2024
Date Tested: 10/21/2024
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 W Roosevelt Ave,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: paul.klinker@dot.ca.gov
Organization Phone: (559) 974-1304
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.55