Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212112 DEA: 080C2514 EFIS: 0816000076 COOP: 081645
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-10-0.0/13.2
Work Description: Design-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location Description: LA/SBD County Line to PM 13.2 near I-15
Contractor Name: Lane-Security Paving Joint Venture
Contractor Address: 3450 Centre Lake Drive, 1st Floor, Ontario, CA 91761
Resident Engineer: Jose Corona Structure Rep.: Luis Negrete
DIME Sample ID: 2023-08-23-81
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2023
The quantity of what the sample constitutes: 19 BOXES OF HMA
A brief description of the sample: 3/4" HMA-A-SP R15 0.50% LAS
From where was the sample collected: Manufacturer
Laboratory sample identification: 0461A-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Corona
DIME Test ID: 2023-08-23-81-1
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: 09/20/2023
Date Tested: 09/08/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of Samples
|
2
|
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
|
7351.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
2556.4 grams
|
Mass of container filled with the sample and water for Sample 1
|
8886.1 grams
|
Mass of container filled with water 2
|
7329.3 grams
|
Mass of oven-dry sample in air for Sample 2
|
2553.0 grams
|
Mass of container filled with the sample and water for Sample 2
|
8859.1 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.503
|
Specific Gravity for Sample 2
|
2.495
|
Average Specific Gravity
|
2.499
|
Theoretical maximum density at 25°C (77°F)
|
2492 kg/m^3
|
DIME Test ID: 2023-08-23-81-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/20/2023
Date Tested: 09/09/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.1 %
|
Percent Air Voids 2
|
4.1 %
|
Percent Air Voids 3
|
4.0 %
|
Percent Air Voids Average
|
4.1 %
|
DIME Test ID: 2023-08-23-81-3
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: 09/20/2023
Date Tested: 09/09/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.396
|
Bulk Specific Gravity 2
|
2.396
|
Bulk Specific Gravity 3
|
2.398
|
Average Bulk Specific Gravity
|
2.397
|
DIME Test ID: 2023-08-23-81-4
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: 09/20/2023
Date Tested: 09/08/2023
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2133.0 g
|
Corrected Asphalt Binder Content
|
4.49 %
|
Mass Loss
|
107.5 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.41 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 C
|