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: 2023-11-17-21
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: 11/17/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/17/2023
The quantity of what the sample constitutes: L5SL33tons
A brief description of the sample: 3/4 HMA-A 15%RAP 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: 2023-11-17-21-1
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: 11/20/2023
Date Tested: 11/17/2023
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: L1SL33
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
|
2920.0 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4961.0 g
|
|
Mass of HMA Sample prior to ignition
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2041.0 g
|
|
Corrected Asphalt Binder Content
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5.06 %
|
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Mass Loss
|
112.0 g
|
|
Mass of aggregate remaining after ignition
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1929.0 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.28 %
|
|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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538 F
|
DIME Test ID: 2023-11-17-21-2
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: 11/22/2023
Date Tested: 11/17/2023
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: L5SL33
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7317.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
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2534.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
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8914.3 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
|
2.703
|
|
Theoretical maximum density at 25°C (77°F)
|
2695 kg/m^3
|
DIME Test ID: 2023-11-17-21-3
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: 11/22/2023
Date Tested: 11/21/2023
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: 33A= 92.9, 33B= 93.2. 33C= 93.1
Test Result Compliance: complies
Additional Comments When Verified:
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Bulk Specific Gravity
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2.521
|
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Bulk Specific Gravity 2
|
2.527
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Bulk Specific Gravity 3
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2.526
|
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Average Bulk Specific Gravity
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2.525
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