Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215425 DEA: 06360244 EFIS: 0613000005
QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-99-30.6/35.2
Work Description: Widen Freeway & Bridge Construction (Concrete Bridge)
Location Description:
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 13170 TELFAIR AVE, SYLMAR, CA, 91342
Resident Engineer: Javier Huerta Structure Rep.: Ramandeep Guraya
DIME Sample ID: 2024-03-19-7
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/19/2024
The quantity of what the sample constitutes: L6SL12
A brief description of the sample: 3/4 HMA-A PG64-10
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name: NB TUL 99 N of Ave 264 Tagus
The fabricator/manufacturer/facility name: Porterville Asphalt & Rock PAI
DIME Test ID: 2024-03-19-7-1
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: 03/19/2024
Date Tested: 03/19/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
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?
|
SI Units
|
|
Mass Determination
|
Air
|
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Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7318.1 grams
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Mass of oven-dry sample in air for Sample 1
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2512.4 grams
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Mass of container filled with the sample and water for Sample 1
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8899.3 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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2.698
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Theoretical maximum density at 25°C (77°F)
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2690 kg/m^3
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DIME Test ID: 2024-03-19-7-2
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: 03/19/2024
Date Tested: 03/19/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
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|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
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2917.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4939.6 g
|
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Mass of HMA Sample prior to ignition
|
2022.3 g
|
|
Corrected Asphalt Binder Content
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4.89 %
|
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Mass Loss
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108.8 g
|
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Mass of aggregate remaining after ignition
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1913.5 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.34 %
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Moisture Content
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0.15 %
|
|
Temperature Compensation Factor
|
0.00 %
|
|
Test Temperature
|
538 F
|
DIME Test ID: 2024-03-19-7-3
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: 03/20/2024
Date Tested: 03/20/2024
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test: 12A= 93.3. 12B= 94.3, 12C= 94.6
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.518
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|
Bulk Specific Gravity 2
|
2.544
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Bulk Specific Gravity 3
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2.553
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Average Bulk Specific Gravity
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2.538
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