Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994820 DEA: 060V1104 EFIS: 0616000208
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE,KIN-5,41,198-Var
Work Description: STRATFORD KINGS RIVER BRIDGE REPLACEMENT.
Location Description: FRESNO AND KINGS COUNTIES AT VARIOUS LOCATIONS
Contractor Name: M.C.M. Construction, INC. (Richard McCall)
Contractor Address: 6413 32nd Street, North Highlands, Ca 95660
Resident Engineer: Din Dadawalla Structure Rep.: Martin Garcia
DIME Sample ID: 2023-11-21-10
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Coalinga
DIME Test ID: 2023-11-21-10-1
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: 11/27/2023
Date Tested: 11/27/2023
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 3240 North Millbrook Avenue,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93726
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 417-5341
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 the specimen basket assembly
|
2876.0 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4980.8 g
|
Mass of HMA Sample prior to ignition
|
2104.8 g
|
Corrected Asphalt Binder Content
|
4.70 %
|
Mass Loss
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122.8 g
|
Mass of aggregate remaining after ignition
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1982.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.99 %
|
Moisture Content
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0.00 %
|
Temperature Compensation Factor
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0.14 %
|
Test Temperature
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482 C
|