Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993664 DEA: 073311U4 EFIS: 0719000098
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23,101-R3.3/R3.7,0.2/40.8
Work Description: CONSTRUCT GUARDRAILS AND CONCRETE BARRIER.
Location Description: VENTURA COUNTY IN THOUSAND OAKS, CAMARILLO, OXNARD AND VENTURA ON ROUTE 101 FROM THE LOS ANGELES /VENTURA COUNTY LINE TO OLD PACIFIC COAST HIGHWAY AND ON ROUTE 23 FROM ROUTE 23/101 SEPARATION TO HILLCREST DRIVE
Contractor Name: Peterson Chase General Engineering
Contractor Address: 16351 Construction Circle West, Irvine, CA 92606
Resident Engineer: Alfred Ira Structure Rep.: Unknown
DIME Sample ID: 2023-11-13-79
TL Number from the TL Form: 019526
Sample Submitted By Organization: CT D07 - Materials Field Laboratory, Unit 1953
Sample Organization Contact: (213) 817-0387
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 11/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/29/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/8" HMA-Dike
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-520
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2023-11-13-79-1
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: 12/01/2023
Date Tested: 11/29/2023
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: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
|
4027.3 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5559.2 g
|
Mass of HMA Sample prior to ignition
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1531.9 g
|
Corrected Asphalt Binder Content
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6.60 %
|
Mass Loss
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101.1 g
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Mass of aggregate remaining after ignition
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1430.8 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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Moisture Content
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0.00 %
|
Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
|