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: 2024-06-04-37
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: 06/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/05/2024
The quantity of what the sample constitutes: L8SL37
A brief description of the sample: 3/4 HMA-A PG70-10
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: Martin Mariatta
DIME Test ID: 2024-06-04-37-1
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: 06/05/2024
Date Tested: 06/05/2024
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
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
2921.2 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4996.4 g
|
Mass of HMA Sample prior to ignition
|
2075.2 g
|
Corrected Asphalt Binder Content
|
4.45 %
|
Mass Loss
|
105.0 g
|
Mass of aggregate remaining after ignition
|
1970.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.14 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2024-06-04-37-2
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: 06/05/2024
Date Tested: 06/05/2024
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:
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
|
7318.7 grams
|
Mass of oven-dry sample in air for Sample 1
|
2555.0 grams
|
Mass of container filled with the sample and water for Sample 1
|
8931.0 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.710
|
Theoretical maximum density at 25°C (77°F)
|
2702 kg/m^3
|
DIME Test ID: 2024-06-04-37-3
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: 06/05/2024
Date Tested: 06/05/2024
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:
Bulk Specific Gravity
|
2.505
|
Bulk Specific Gravity 2
|
2.528
|
Bulk Specific Gravity 3
|
2.508
|
Average Bulk Specific Gravity
|
2.514
|