Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214135 DEA: 09213404 EFIS: 0900000030
QA Service Level: 1
DIST-CO-RTE-PM: 09-INY-395-29.9/41.8
Work Description: ROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location Description: INYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEPE, AZ. 85284
Resident Engineer: Kris Raber Structure Rep.: Sheila Reyes
DIME Sample ID: 2024-05-21-2
TL Number from the TL Form:
Sample Submitted By Organization: CT D09 - Bishop Field Laboratory
Sample Organization Contact: (760) 872-5211
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/21/2024
Date that the sample was received by the laboratory/organization performing the testing: 05/21/2024
The quantity of what the sample constitutes: 4000/10000 tons
A brief description of the sample: HMA-R86
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand & Gravel Olancha plant
DIME Test ID: 2024-05-21-2-1
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: 05/30/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R86
Test Result Compliance: complies
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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US 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
|
7310.5 grams
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Mass of oven-dry sample in air for Sample 1
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2119.4 grams
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Mass of container filled with the sample and water for Sample 1
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8586.6 grams
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Temperature of Water
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77.5 °F
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Specific Gravity for Sample 1
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2.513
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Theoretical maximum density at 25°C (77°F)
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156.4 lb/ft^3
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DIME Test ID: 2024-05-21-2-2
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: 05/30/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R86
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4273.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6490.8 g
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Mass of HMA Sample prior to ignition
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2217.6 g
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Corrected Asphalt Binder Content
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4.21 %
|
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Mass Loss
|
98.9 g
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Mass of aggregate remaining after ignition
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2118.7 g
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Correction Factor (Percent by mass of HMA Specimen)
|
0.25 %
|
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 C
|
DIME Test ID: 2024-05-21-2-3
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: 05/30/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R86
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.427
|
|
Bulk Specific Gravity 2
|
2.419
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Bulk Specific Gravity 3
|
2.427
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Average Bulk Specific Gravity
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2.424
|
DIME Test ID: 2024-05-21-2-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/30/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R86
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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3.4 %
|
|
Percent Air Voids 2
|
3.7 %
|
|
Percent Air Voids 3
|
3.4 %
|
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Average Percent Air Voids
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3.5 %
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DIME Test ID: 2024-05-21-2-6
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 05/30/2024
Date Tested: 05/22/2024
Submitted By Organization: CT D09 - Bishop Field Laboratory
Organization Address: 500 South Main Street,
Organization City: Bishop
Organization State: CA
Organization Zipcode: 93514
Organization Email: chris.talbot@dot.ca.gov
Organization Phone: (760) 872-0794
General Comments for this Test: HMA-R86
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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4
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Bulk Specific Gravity 1
|
2.35
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Bulk Specific Gravity 2
|
2.341
|
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Bulk Specific Gravity 3
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2.336
|
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Bulk Specific Gravity 4
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2.337
|
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Percent of water absorbed by volume 1
|
1.63 %
|
|
Percent of water absorbed by volume 2
|
1.74 %
|
|
Percent of water absorbed by volume 3
|
1.86 %
|
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Percent of water absorbed by volume 4
|
1.56 %
|
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Average Bulk Specific Gravity
|
2.341
|
