Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212737 DEA: 060S8304 EFIS: 0615000046
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5-44.4-45.4
Work Description: TUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location Description: IN FRESNO COUNTY AT TUMEY GULCH.
Contractor Name: Bruce Shumacher
Contractor Address: 2716 S Granite Ct, Fresno, CA 93706
Resident Engineer: Cary Cruz Structure Rep.: Ben Holton
DIME Sample ID: 2023-04-10-45
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 417-5341
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/10/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-A R25
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Colinga
DIME Test ID: 2023-04-10-45-1
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: 04/14/2023
Date Tested: 04/12/2023
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?
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Method A
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Mass of the specimen basket assembly
|
2852.8 g
|
Mass of the specimen and specimen basket assembly prior to ignition
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4921.7 g
|
Mass of HMA Sample prior to ignition
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2068.9 g
|
Corrected Asphalt Binder Content
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4.75 %
|
Mass Loss
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120.7 g
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Mass of aggregate remaining after ignition
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1948.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.99 %
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Moisture Content
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0.00 %
|
Temperature Compensation Factor
|
0.09 %
|
Test Temperature
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482 C
|
DIME Test ID: 2023-04-10-45-2
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: 04/21/2023
Date Tested: 04/18/2023
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: 6A=93.8%
6B=94.1%
6C=93.7%
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.293
|
Bulk Specific Gravity 2
|
2.300
|
Bulk Specific Gravity 3
|
2.289
|
Average Bulk Specific Gravity
|
2.294
|