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: 2024-08-12-37
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: 08/12/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/15/2024
The quantity of what the sample constitutes: 8 boxes
A brief description of the sample: 3/4" HMA
From where was the sample collected: Source
Laboratory sample identification: 0120-A
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Otay
DIME Test ID: 2024-08-12-37-2
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: 08/23/2024
Date Tested: 08/16/2024
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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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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7475.6 grams
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Mass of oven-dry sample in air for Sample 1
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2512.6 grams
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Mass of container filled with the sample and water for Sample 1
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8985.3 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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2.505
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Theoretical maximum density at 25°C (77°F)
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155.9 lb/ft^3
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DIME Test ID: 2024-08-12-37-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 08/23/2024
Date Tested: 08/19/2024
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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Is an aggregate correction factor used?
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No
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Cumulative percent passing the 2 in. sieve
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100 %
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Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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99 %
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Cumulative percent passing the 1/2 in. sieve
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88 %
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Cumulative percent passing the 3/8 in. sieve
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79 %
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Cumulative percent passing the #4 sieve
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57 %
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Cumulative percent passing the #8 sieve
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42 %
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Cumulative percent passing the #16 sieve
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31 %
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Cumulative percent passing the #30 sieve
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22 %
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Cumulative percent passing the #50 sieve
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14 %
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Cumulative percent passing the #100 sieve
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9 %
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Cumulative percent passing the #200 sieve
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6.1 %
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DIME Test ID: 2024-08-12-37-4
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: 08/23/2024
Date Tested: 08/23/2024
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: Does not comply - Target 4.70%
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 the specimen basket assembly
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4020.2 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6058.1 g
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Mass of HMA Sample prior to ignition
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2037.9 g
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Corrected Asphalt Binder Content
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5.44 %
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Mass Loss
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124.7 g
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Mass of aggregate remaining after ignition
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1913.2 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.68 %
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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 C
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