Sample Record for 2023-11-15-6
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2023-11-15-6
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: 11/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/15/2023
The quantity of what the sample constitutes: L5SL27 750tons
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
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 5
Sublot number: 27
HMA Mix Number:
Test Results
Test 1 of 4
DIME Test ID: 2023-11-15-6-1
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: 11/15/2023
Date Tested: 11/15/2023
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: L1SL27
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
2913.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5020.0 g
|
Mass of HMA Sample prior to ignition
|
2107.0 g
|
Corrected Asphalt Binder Content
|
4.65 %
|
Mass Loss
|
106.8 g
|
Mass of aggregate remaining after ignition
|
2000.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.28 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
538 F
|
Test 2 of 4
DIME Test ID: 2023-11-15-6-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road, Suite 100,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: 661-549-8281
This test has been superseded on 11/20/2023. The corrected test ID is: 2023-11-15-6-3
Reason: retested
Test 3 of 4
DIME Test ID: 2023-11-15-6-3
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: 11/20/2023
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:
The test was superseded from test ID: 2023-11-15-6-2
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples
|
1
|
What is the unit of measurement for theoretical density?
|
SI Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water 1
|
7317.7 grams
|
Mass of oven-dry sample in air for Sample 1
|
2547.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8925.9 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.713
|
Theoretical maximum density at 25°C (77°F)
|
2705 kg/m^3
|
Test 4 of 4
DIME Test ID: 2023-11-15-6-4
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: 11/20/2023
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: 27A= 95.1, 27B= 92.7, 27C= 93.3
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.579
|
Bulk Specific Gravity 2
|
2.516
|
Bulk Specific Gravity 3
|
2.532
|
Average Bulk Specific Gravity
|
2.542
|