Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994436 DEA: 11080284 EFIS: 1117000085
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-98-32.1/32.5
Work Description: Place HMA, minor concrete, modify drainage, landscape and electrical.
Location Description: IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE
Contractor Name: Ral Investment Corporation
Contractor Address: 10065 Old Grove Rd Ste 200, San Diego, CA, 92131-1664
Resident Engineer: Daniel HERNANDEZ DUARTE Structure Rep.: Unknown
DIME Sample ID: 2024-01-19-29
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 01/25/2024
The quantity of what the sample constitutes: 2 boxes 5 bags
A brief description of the sample: 1-1/2" HMA-A
From where was the sample collected: Source
Laboratory sample identification: 5308-PSU
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
DIME Test ID: 2024-01-19-29-1
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: 03/08/2024
Date Tested: 02/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies Target 3.80% -.30% to +.50% Tested 4.19 %
Test Result Compliance: complies
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 the specimen basket assembly
|
4014.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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8071.4 g
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Mass of HMA Sample prior to ignition
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4057.3 g
|
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Corrected Asphalt Binder Content
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4.25 %
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Mass Loss
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172.4 g
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Mass of aggregate remaining after ignition
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3884.9 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.00 %
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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
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DIME Test ID: 2024-01-19-29-2
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: 03/08/2024
Date Tested: 02/12/2024
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Complies
Test Result Compliance: complies
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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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water 1
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10199.0 grams
|
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Mass of oven-dry sample in air for Sample 1
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4015.2 grams
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Mass of container filled with the sample and water for Sample 1
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12630.7 grams
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
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2.536
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Theoretical maximum density at 25°C (77°F)
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157.9 lb/ft^3
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