Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994947 DEA: 112T3644 EFIS: 1121000108
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-56-0.3/3.0
Work Description: CONSTRUCT JPCP, HMA, RHMA-G, SIGNS, BARRIERS, LANDSCAPE, & ELECTRICAL.
Location Description: SAN DIEGO COUNTY IN SAN DIEGO FROM EL CAMINO REAL UNDERCROSSING TO 0.3 MILE WEST OF CARMEL VALLEY ROAD OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 5860 El Camino Real #200, Carlsbad, CA 92008
Resident Engineer: Steve Mcmillan Structure Rep.: Unknown
DIME Sample ID: 2024-09-13-34
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: 09/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2024
The quantity of what the sample constitutes: 36 boxes
A brief description of the sample: Milestone
From where was the sample collected: Source
Laboratory sample identification: 09018-MS
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta
DIME Test ID: 2024-09-13-34-1
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: 09/27/2024
Date Tested: 09/24/2024
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: 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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4014.6 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6041.5 g
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Mass of HMA Sample prior to ignition
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2026.9 g
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Corrected Asphalt Binder Content
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5.15 %
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Mass Loss
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113.4 g
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Mass of aggregate remaining after ignition
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1913.5 g
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Correction Factor (Percent by mass of HMA Specimen)
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0.44 %
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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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DIME Test ID: 2024-09-13-34-2
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/27/2024
Date Tested: 09/20/2024
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: Complies Target 2.510 Tested 2.496
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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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
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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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2520.2 grams
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Mass of container filled with the sample and water for Sample 1
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8986.1 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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2.496
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Theoretical maximum density at 25°C (77°F)
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155.4 lb/ft^3
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DIME Test ID: 2024-09-13-34-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/27/2024
Date Tested: 09/23/2024
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: Complies Target < 12.7 mm Tested 1.37 mm AVG
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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no data
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Test Temperature
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113 F
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Air Void Content for specimen A-1
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no data
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Air Void Content for specimen A-2
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no data
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Air Void Content for specimen B-1
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no data
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Air Void Content for specimen B-2
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no data
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Stripping Inflection Point (Wheel A)
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>10000
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Stripping Inflection Point (Wheel B)
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>10000
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Maximum impression at 5000 passes (left wheel)
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1.66 mm
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Maximum impression at 5000 passes (right wheel)
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0.71 mm
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Average impression at 5000 passes (left/right avg)
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1.19 mm
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Maximum impression at 10000 passes (left wheel)
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1.95 mm
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Maximum impression at 10000 passes (right wheel)
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0.79 mm
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Average impression at 10000 passes (left/right avg)
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1.37 mm
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Average impression at 15000 passes (left/right avg)
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no data
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Average impression at 20000 passes (left/right avg)
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no data
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Average impression at 25000 passes (left/right avg)
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no data
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