Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994322 DEA: 040K4904 EFIS: 0416000094
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-112,185-0.0/1.8,3.4/6.5
Work Description: COLD PLANE AND OVERLAY, UPGRADE CURB RAMPS.
Location Description: ALAMEDA COUNTY IN SAN LEANDRO ON ROUTE 112 FROM DOOLITTLE DRIVE TO EAST 14TH STREET AND ON ROUTE 185 FROM FAIRMONT DRIVE TO FARRELLY DRIVE
Contractor Name: O. C. JONES & SONS INC
Contractor Address: 1520 FOURTH STREET, BERKELEY, CA 94710
Resident Engineer: Rui Zhang Structure Rep.: Unknown
DIME Sample ID: 2023-06-08-32
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/08/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/07/2023
The quantity of what the sample constitutes: 679 Tons
A brief description of the sample: Hot mix asphalt
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan - Pleasanton
DIME Test ID: 2023-06-08-32-7
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: 07/17/2023
Date Tested: 06/09/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
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
|
|
Mass of the specimen basket assembly
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3244.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5333.5 g
|
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Mass of HMA Sample prior to ignition
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2088.8 g
|
|
Corrected Asphalt Binder Content
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7.69 %
|
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Mass Loss
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186.2 g
|
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Mass of aggregate remaining after ignition
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1902.6 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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1.08 %
|
|
Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2023-06-08-32-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/17/2023
Date Tested: 06/09/2023
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
|
5.4 %
|
|
Percent Air Voids 2
|
4.4 %
|
|
Percent Air Voids 3
|
4.2 %
|
|
Percent Air Voids Average
|
4.7 %
|
