Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: Jim Rogers Structure Rep.: Daniel Eggers
DIME Sample ID: 2023-04-19-12
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/19/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2" HMA-SP
From where was the sample collected: Source
Laboratory sample identification: 23-010
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
DIME Test ID: 2023-04-19-12-1
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: 05/16/2023
Date Tested: 04/21/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
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?
|
SI 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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7344.9 grams
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Mass of oven-dry sample in air for Sample 1
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1807.4 grams
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Mass of container filled with the sample and water for Sample 1
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8439.2 grams
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Temperature of Water
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25 °F
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Specific Gravity for Sample 1
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2.535
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Theoretical maximum density at 25°C (77°F)
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2527.6 kg/m^3
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DIME Test ID: 2023-04-19-12-3
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: 05/16/2023
Date Tested: 04/21/2023
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
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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4035.9 g
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Mass of the specimen and specimen basket assembly prior to ignition
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6011.2 g
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Mass of HMA Sample prior to ignition
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1975.3 g
|
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Corrected Asphalt Binder Content
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5.07 %
|
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Mass Loss
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110.6 g
|
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Mass of aggregate remaining after ignition
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1864.7 g
|
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Correction Factor (Percent by mass of HMA Specimen)
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0.51 %
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Moisture Content
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0.01 %
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Temperature Compensation Factor
|
0.01 %
|
|
Test Temperature
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538 C
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