Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215314 DEA: 07333004 EFIS: 0716000298
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,5-15.1/22.9
Work Description: PROJECT PILOT 1
Location Description: LOS ANGELES COUNTY IN AND NEAR LOS ANGELES ON ROUTE 5 FROM 0.1 MILE SOUTH OF CALZONA STREET TO 0.1 MILE SOUTH OF RIVERSIDE DRIVE AND ROUTE 2 AT LOS ANGELES REGIONAL TRANSPORTATION MANAGEMENT CENTER
Contractor Name: Powell Constructors, Inc.
Contractor Address: 8555 Banana Ave, Fontana, CA 92335
Resident Engineer: Jerome Arabe Structure Rep.: Gon Choi
DIME Sample ID: 2024-03-27-27
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: 03/27/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2024
The quantity of what the sample constitutes: 14 BOXES OF HAMA, 4 BAGS AGGS, 2 BAGS OF RAP, 4 QTS OF OIL
A brief description of the sample: 3/4" HMA-A-SP R15
From where was the sample collected: Manufacturer
Laboratory sample identification: 0152A-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: AAA-CORONA QUARRY/SJR
DIME Test ID: 2024-03-27-27-1
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 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: (909) 829-3029
Data has not been verified.
DIME Test ID: 2024-03-27-27-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/17/2024
Date Tested: 04/04/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
|
3.6 %
|
|
Percent Air Voids 2
|
3.2 %
|
|
Percent Air Voids 3
|
3.6 %
|
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Average Percent Air Voids
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3.5 %
|
DIME Test ID: 2024-03-27-27-3
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: 05/17/2024
Date Tested: 04/04/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.43
|
|
Bulk Specific Gravity 2
|
2.436
|
|
Bulk Specific Gravity 3
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2.429
|
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Average Bulk Specific Gravity
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2.432
|
DIME Test ID: 2024-03-27-27-4
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: 05/17/2024
Date Tested: 04/03/2024
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: (909) 829-3029
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
|
2139 g
|
|
Corrected Asphalt Binder Content
|
4.68 %
|
|
Mass Loss
|
109 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.48 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
|
538 C
|