Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994615 DEA: 112N1644 EFIS: 1122000151
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-8-R3.7/R48.0
Work Description: MICROSURFACING, COLD PLANE, RHMA, PAVEMENT MARKING, & CENSUS SYSTEMS.
Location Description: IMPERIAL COUNTY AT VARIOUS LOCATIONS FROM 0.7 MILE EAST OF MOUNTAIN SPRINGS ROAD UNDERCROSSING TO 0.2 MILE EAST OF ROUTE 7/8 SEPARATION
Contractor Name: CALMEX ENGINEERING INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-10-12-95
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: 10/12/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2023
The quantity of what the sample constitutes: 4 Boxes
A brief description of the sample: 1/2' RHMA-G
From where was the sample collected: Source
Laboratory sample identification: 9804-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
DIME Test ID: 2023-10-12-95-1
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: 03/20/2024
Date Tested: 11/28/2023
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 7.5 / -.4 to +.5 Result - 7.99%
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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Method A
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|
Mass of the specimen basket assembly
|
3994.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5549.0 g
|
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Mass of HMA Sample prior to ignition
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1554.6 g
|
|
Corrected Asphalt Binder Content
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7.99 %
|
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Mass Loss
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125.4 g
|
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Mass of aggregate remaining after ignition
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1429.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.08 %
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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 F
|
DIME Test ID: 2023-10-12-95-2
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: 03/20/2024
Date Tested: 11/29/2023
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:
|
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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7477.1 grams
|
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Mass of oven-dry sample in air for Sample 1
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1538.8 grams
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Mass of container filled with the sample and water for Sample 1
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8372.9 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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2.393
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Theoretical maximum density at 25°C (77°F)
|
149.0 lb/ft^3
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