Sample Record for 2024-07-09-110
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994911 DEA: 101G4204 EFIS: 1017000013
QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-132-27.1/28.1
Work Description:
Location Description:
Contractor Name: BAY CITIES PAVING & GRADING
Contractor Address: 4598 South Tracy Blvd Suite 160, Tracy, CA 95377
Resident Engineer: Harminder Deol Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-07-09-110
TL Number from the TL Form: 1G42101
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/19/2024
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: 3/4 HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 24-H-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Santa Fe Winton
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 1
HMA Mix Number: 24J002
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 3
DIME Test ID: 2024-07-09-110-1
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: 07/25/2024
Date Tested: 07/23/2024
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 Samples
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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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2.501
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Theoretical maximum density at 25°C (77°F)
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155.6 lb/ft^3
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Test 2 of 3
DIME Test ID: 2024-07-09-110-2
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)
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
This test has been superseded on 07/25/2024. The corrected test ID is: 2024-07-09-110-3
Reason: retested
Test 3 of 3
DIME Test ID: 2024-07-09-110-3
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: 07/25/2024
Date Tested: 07/23/2024
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:
The test was superseded from test ID: 2024-07-09-110-2
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
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|
Mass of HMA Sample prior to ignition
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2362.8 g
|
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Corrected Asphalt Binder Content
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4.51 %
|
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Mass Loss
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120.8 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.48 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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0.13 %
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Test Temperature
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538 C
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