Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993301 DEA: 060U2804 EFIS: 0615000293
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton
DIME Sample ID: 2023-02-21-83
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: 02/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/21/2023
The quantity of what the sample constitutes: 800 tons
A brief description of the sample: 3/4" HMA-A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Porterville Rock and Recycle PAI
DIME Test ID: 2023-02-21-83-1
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: 05/12/2023
Date Tested: 02/21/2023
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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2035 g
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Corrected Asphalt Binder Content
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5.12 %
|
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Mass Loss
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114.9 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.39 %
|
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Moisture Content
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0.01 %
|
|
Temperature Compensation Factor
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0.14 %
|
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Test Temperature
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538 C
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DIME Test ID: 2023-02-21-83-2
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: 05/12/2023
Date Tested: 02/21/2023
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 Samples
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
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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7317.7 grams
|
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Mass of oven-dry sample in air for Sample 1
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2514.2 grams
|
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Mass of container filled with the sample and water for Sample 1
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8900.7 grams
|
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Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
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2.7
|
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Theoretical maximum density at 25°C (77°F)
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2692.2 kg/m^3
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DIME Test ID: 2023-02-21-83-3
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: 05/12/2023
Date Tested: 02/21/2023
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
|
2.585
|
