Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993236 DEA: 051K0504 EFIS: 0518000114
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-55.7/55.9
Work Description: CONSTRUCT EARTH RETAINING SYSTEM WITH CIDH PILE & STRUCTURAL CONCRETE.
Location Description: MONTEREY COUNTY NEAR LITTLE SUR RIVER FROM 0.4 MILE SOUTH OF LITTLE SUR RIVER BRIDGE TO 0.2 MILE SOUTH OF LITTLE SUR RIVER BRIDGE
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Arashdeep (Art) Pannu Structure Rep.: David Galarza
DIME Sample ID: 2022-04-19-14
TL Number from the TL Form: 0419221
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 04/19/2022
The quantity of what the sample constitutes: 160 tons
A brief description of the sample: 3/4" HMA-SP-A-WMA-R15% PG64-10 SJR
From where was the sample collected: Source
Laboratory sample identification: 0419221000
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch
DIME Test ID: 2022-04-19-14-1
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: 04/19/2022
Date Tested: 04/19/2022
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?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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4.96 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.32 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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DIME Test ID: 2022-04-19-14-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 04/19/2022
Date Tested: 04/19/2022
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:
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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US Units
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Mass Determination
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Water
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Specific Gravity for Sample 1
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2.467
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Theoretical maximum density at 25°C (77°F)
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no data
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