Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215788 DEA: 101C7904 EFIS: 1016000046
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-0.4
Work Description: BUILDING WORK.
Location Description: MERCED COUNTY 0.4 MILE NORTH OF THE FRESNO COUNTY LINE AT THE JOHN "CHUCK" ERRECA SAFETY ROADSIDE REST AREA
Contractor Name: Walsh Construction Company II, LLC (Walsh) - Bryce Frederick
Contractor Address: 1390 Willow Pass Road Suite 950, Concord, CA 94520
Resident Engineer: Zubair Anwar Structure Rep.: Ramandeep "Raman" Guraya
DIME Sample ID: 2023-01-26-48
TL Number from the TL Form: 039390
Sample Submitted By Organization: CT D10 - District 10 Materials Laboratory
Sample Organization Contact: (209) 948-7567
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/26/2023
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2023
The quantity of what the sample constitutes: 16 boxes,5bags,2 cans
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 23-H-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Vernalis
DIME Test ID: 2023-01-26-48-1
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: 04/19/2023
Date Tested: 02/09/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
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?
|
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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2.476
|
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Theoretical maximum density at 25°C (77°F)
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154.1 lb/ft^3
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DIME Test ID: 2023-01-26-48-2
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: 04/19/2023
Date Tested: 02/07/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
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?
|
Method A
|
|
Mass of HMA Sample prior to ignition
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2122.0 g
|
|
Corrected Asphalt Binder Content
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5.55 %
|
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Mass Loss
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137.5 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.79 %
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Moisture Content
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0.00 %
|
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Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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538 F
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DIME Test ID: 2023-01-26-48-3
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 04/19/2023
Date Tested: 02/07/2023
Submitted By Organization: CT D10 - District 10 Materials Laboratory
Organization Address: 1976 East Dr. Martin Luther King Jr. Boulevard,
Organization City: Stockton
Organization State: CA
Organization Zipcode: 95205
Organization Email: mandeep.dhesi@dot.ca.gov
Organization Phone: (209) 948-7567
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.432
|
