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: 2024-01-30-54
TL Number from the TL Form: 018951
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: 01/30/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/08/2024
The quantity of what the sample constitutes: 36.28
A brief description of the sample: 3/8" HMA dike
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials Sun Valley
DIME Test ID: 2024-01-30-54-1
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: 02/12/2024
Date Tested: 02/09/2024
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?
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Method A
|
Mass of the specimen basket assembly
|
4023.1 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5591.6 g
|
Mass of HMA Sample prior to ignition
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1568.5 g
|
Corrected Asphalt Binder Content
|
6.41 %
|
Mass Loss
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100.6 g
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Mass of aggregate remaining after ignition
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1467.9 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 %
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Temperature Compensation Factor
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0.00 %
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Test Temperature
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538 C
|