Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993121 DEA: 032H62U4 EFIS: 0319000021
QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-20-25.6/39.8
Work Description: ROADWAY EXCAVATION, HMA (TYPE A) WITH CLASS 2 AB, RCB CULVERT AND RCP.
Location Description: NEVADA COUNTY NEAR OMEGA AT VARIOUS LOCATIONS FROM 0.2 MILE WEST OF CONSERVATION ROAD (WASHINGTON RIDGE ROAD) TO 1.2 MILES WEST OF ZEIBRIGHT ROAD
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4001 Bradshaw Road, Sacramento, CA 95827
Resident Engineer: Jeff Johnson Structure Rep.: Unknown
DIME Sample ID: 2023-10-05-41
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/05/2023
The quantity of what the sample constitutes: 2 HMA Boxes
A brief description of the sample: 3/4" HMA w/ 25% RAP
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
DIME Test ID: 2023-10-05-41-1
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: 10/30/2023
Date Tested: 10/05/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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
|
4037.8 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6098.2 g
|
Mass of HMA Sample prior to ignition
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2060.4 g
|
Corrected Asphalt Binder Content
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4.98 %
|
Mass Loss
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112.8 g
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Mass of aggregate remaining after ignition
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1947.6 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.49 %
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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
|