Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993234 DEA: 051H0004 EFIS: 0516000011
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.1/L4.3
Work Description: PLACE HMA AND MODIFY SIGNAL AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY IN AND NEAR PACIFIC GROVE AND MONTEREY FROM FOREST AVENUE TO ROUTE 68/1 SEPARATION
Contractor Name: Graniterock Company
Contractor Address: 350 Technology Drive, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Unknown
DIME Sample ID: 2023-06-12-28
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Source
Laboratory sample identification: 0612232000
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Drum Plant
DIME Test ID: 2023-06-12-28-1
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: 06/15/2023
Date Tested: 06/12/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
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Method A
|
|
Mass of HMA Sample prior to ignition
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2060.2 g
|
|
Corrected Asphalt Binder Content
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5.17 %
|
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Mass Loss
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125.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.94 %
|
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Moisture Content
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0.00 %
|
|
Temperature Compensation Factor
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0.00 %
|
|
Test Temperature
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482 F
|
DIME Test ID: 2023-06-12-28-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 06/15/2023
Date Tested: 06/12/2023
Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Organization Address: 1529 Salinas Highway,
Organization City: Monterey
Organization State: CA
Organization Zipcode: 93940
Organization Email: wesley.rider@dot.ca.gov
Organization Phone: (831) 818-0254
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
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Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
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2.570
|
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Theoretical maximum density at 25°C (77°F)
|
160.0 lb/ft^3
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