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: 2023-06-14-79
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/14/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2023
The quantity of what the sample constitutes: 4 boxes 5 bags
A brief description of the sample: 1-1/2" HMA
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
DIME Test ID: 2023-06-14-79-1
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: 08/10/2023
Date Tested: 07/28/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
|
Fahrenheit
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|
Test procedure used?
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Method A
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Mass of the specimen basket assembly
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4014.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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8048.4 g
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Mass of HMA Sample prior to ignition
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4033.6 g
|
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Corrected Asphalt Binder Content
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3.87 %
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Mass Loss
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149.6 g
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Mass of aggregate remaining after ignition
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3884 g
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Correction Factor (Percent by mass of HMA Specimen)
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-0.16 %
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Moisture Content
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no data0 %
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Temperature Compensation Factor
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no data0 %
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Test Temperature
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538 F
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DIME Test ID: 2023-06-14-79-2
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: 08/10/2023
Date Tested: 07/21/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of Samples
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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
|
Air
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|
Method Performed
|
Mechanical Agitation - Method A
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|
Mass of container filled with water 1
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10199 grams
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Mass of oven-dry sample in air for Sample 1
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4056.6 grams
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Mass of container filled with the sample and water for Sample 1
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12656 grams
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Temperature of Water
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77 °F
|
|
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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DIME Test ID: 2023-06-14-79-3
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: 08/10/2023
Date Tested: 07/26/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.42
|
|
Bulk Specific Gravity 2
|
2.419
|
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Bulk Specific Gravity 3
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2.418
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Average Bulk Specific Gravity
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2.419
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DIME Test ID: 2023-06-14-79-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/10/2023
Date Tested: 08/10/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.6 %
|
|
Percent Air Voids 2
|
4.6 %
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Percent Air Voids 3
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4.7 %
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Average Percent Air Voids
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4.6 %
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DIME Test ID: 2023-06-14-79-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/10/2023
Date Tested: 08/10/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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187 psi
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Average Wet Tensile Strength
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131 psi
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Tensile Strength Ratio
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0.7
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