Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993418 DEA: 07324404 EFIS: 0716000077
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-22-0.0/1.5
Work Description: PLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location Description: LOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING
Contractor Name: Sulley Miller Contracting Co.
Contractor Address: 135 S. State College Blvd. Suite 400, Brea, CA 92821
Resident Engineer: Thang Ton Structure Rep.: Unknown
DIME Sample ID: 2022-09-22-76
TL Number from the TL Form: 0922A2
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/22/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/23/2022
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4" RHMA-G 300072
From where was the sample collected: Manufacturer
Laboratory sample identification: 22-0285
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Material-Irwindale
DIME Test ID: 2022-09-22-76-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/14/2022
Date Tested: 09/30/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests
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1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Specific Gravity for Sample 1
|
2.368
|
Theoretical maximum density at 25°C (77°F)
|
147.4 lb/ft^3
|
DIME Test ID: 2022-09-22-76-2
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: 11/14/2022
Date Tested: 09/30/2022
Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Organization Address: 1940 South Workman Mill Road,
Organization City: Whittier
Organization State: CA
Organization Zipcode: 90601
Organization Email: chad.chotibhongs@dot.ca.gov
Organization Phone: (213) 817-0387
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
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Mass of HMA Sample prior to ignition
|
no data
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Corrected Asphalt Binder Content
|
7.52 %
|
Mass Loss
|
no data
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Correction Factor (Percent by mass of HMA Specimen)
|
0.15 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|