Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994903 DEA: 11430244 EFIS: 1118000033
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-125-9.3/13.0
Work Description: PLACE HMA, RHMA, SLAB REPLACEMENT, AND ELECTRICAL WORK.
Location Description: SAN DIEGO COUNTY IN AND NEAR LEMON GROVE FROM 0.3 MILE SOUTH OF ELKELTON PLACE UNDERCROSSING TO 0.2 MILE SOUTH OF ROUTE 125/94 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR LLC
Contractor Address: 10529 Vine Street, Lakeside, CA 92040
Resident Engineer: Sultan Ghazialam Structure Rep.: Unknown
DIME Sample ID: 2025-05-29-114
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: 05/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2025
The quantity of what the sample constitutes: 4 boxes
A brief description of the sample: Plant Samples
From where was the sample collected: Source
Laboratory sample identification: 25-05-29-114-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 226110 Otay SJR
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG: PG 64-16
Binder Supplier:
RAP content (%): 0
WMA Additives: Yes
Antistrip type:
DIME Test ID: 2025-05-29-114-1
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: 07/25/2025
Date Tested: 07/25/2025
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: Complies Target 7.5%
Tested 7.88%
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
|
|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
4011 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6067.1 g
|
|
Mass of HMA Sample prior to ignition
|
2056.1 g
|
|
Corrected Asphalt Binder Content
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7.88 %
|
|
Mass Loss
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179.8 g
|
|
Mass of aggregate remaining after ignition
|
1876.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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0.86 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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no data0 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2025-05-29-114-2
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: 07/25/2025
Date Tested: 07/25/2025
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: Complies Target = 2.418
Tested 2.430
Test Result Compliance: complies
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2542.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8971.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.43
|
|
Theoretical maximum density at 25°C (77°F)
|
151.3 lb/ft^3
|
