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Sample Record for 2024-10-06-4

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Project Information

Project ID: 995005 DEA: 060X7004 EFIS: 0619000009 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-63-5.8/L8.0
Work Description: COLD PLANE PAVEMENT, PLACE RHMA-G, MODIFY LIGHTING AND SIGNAL SYSTEM.
Location Description: TULARE COUNTY IN VISALIA FROM 0.2 MILE SOUTH OF CALDWELL AVENUE TO ROUTE 63/198 SEPARATION
Contractor Name: CAL VALLEY CONSTRUCTION, INC. (Angel Sandoval & Chris Grimm)
Contractor Address: 5125 N. Gates Ave, Suite 102, Fresno, CA 93722
Resident Engineer: Cesar Mandujano Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-10-06-4
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: 10/06/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/07/2024
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: Deer Creek Rock and Aspahlt

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 1
Sublot number: 4
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:

Test Results

Test 1 of 3

DIME Test ID: 2024-10-06-4-1
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: 10/07/2024
Date Tested: 10/07/2024
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 1549.1 g
Corrected Asphalt Binder Content 5.28 %
Mass Loss 91.7 g
Correction Factor (Percent by mass of HMA Specimen) 0.45 %
Moisture Content no data0 %
Temperature Compensation Factor 0.19 %
Test Temperature 538 C

Test 2 of 3

DIME Test ID: 2024-10-06-4-2
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: 10/07/2024
Date Tested: 10/07/2024
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 tests 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 7318.7 grams
Mass of oven-dry sample in air for Sample 1 1543 grams
Mass of container filled with the sample and water for Sample 1 8282.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.663
Theoretical maximum density at 25°C (77°F) 2655.3 kg/m^3

Test 3 of 3

DIME Test ID: 2024-10-06-4-3
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: 10/08/2024
Date Tested: 10/07/2024
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 2.52
Bulk Specific Gravity 2 2.453
Bulk Specific Gravity 3 2.489
Average Bulk Specific Gravity 2.487