Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000264 DEA: 060W90U4 EFIS: 0623000128
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-198,216-R11.6/R11.9,R0.0/2.7
Work Description: HMA AND MODIFYING SIGNAL AND LIGHTING SYSTEMS.
Location Description: TULARE COUNTY IN AND NEAR VISALIA ON ROUTE 216 FROM 0.2 MILE SOUTH OF LOVERS LANE UNDERCROSSING TO 0.2 MILE EAST OF MCAULIFF STREET AND ON ROUTE 198 FROM 0.1 MILE WEST TO 0.2 MILE EAST OF LOVERS LANE UNDERCROSSING
Contractor Name: Teichert Construction (James Dunnington)
Contractor Address: 5771 Toyota Avenue, Fresno, CA 93725
Resident Engineer: Chris Wilfong Structure Rep.: Martin Garcia
DIME Sample ID: 2025-07-22-29
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: 07/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/22/2025
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta Goshen
DIME Test ID: 2025-07-22-29-1
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: 07/24/2025
Date Tested: 07/23/2025
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:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of HMA Sample prior to ignition
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2011.3 g
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Corrected Asphalt Binder Content
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7.63 %
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Mass Loss
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159 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.13 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.15 %
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Test Temperature
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538 C
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DIME Test ID: 2025-07-22-29-2
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: 07/24/2025
Date Tested: 07/23/2025
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:
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Number of Samples
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1
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What is the unit of measurement for theoretical density?
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SI Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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7318.5 grams
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Mass of oven-dry sample in air for Sample 1
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2513.2 grams
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Mass of container filled with the sample and water for Sample 1
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8856 grams
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
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2.576
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Theoretical maximum density at 25°C (77°F)
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2569 kg/m^3
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DIME Test ID: 2025-07-22-29-3
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: 07/24/2025
Date Tested: 07/23/2025
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:
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Bulk Specific Gravity
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2.511
|
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Bulk Specific Gravity 2
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2.52
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Bulk Specific Gravity 3
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2.461
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Average Bulk Specific Gravity
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2.497
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