Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000250 DEA: 040Y3904 EFIS: 0422000274
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-262-R0.0/R1.1
Work Description: COLD PLANE AC PAVEMENT AND PLACE RHMA-G.
Location Description: ALAMEDA COUNTY IN FREMONT FROM ROUTE 880 TO ROUTE 680
Contractor Name: O'GRADY PAVING INC.
Contractor Address: 2513 Wyandotte Street, Mountain View, CA 94043
Resident Engineer: Rodelio Baluyot Structure Rep.: Unknown
DIME Sample ID: 2024-09-24-87
TL Number from the TL Form: C690436
Sample Submitted By Organization: CT D04 - Hayward Field Laboratory
Sample Organization Contact: (510) 723-0168
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2024
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 1/2 RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: HW-092424-SASE
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta-Sunol Plant
DIME Test ID: 2024-09-24-87-1
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: 10/02/2024
Date Tested: 09/27/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Startup Evaluation
Asphalt Content #1
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3039.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4587.4 g
|
|
Mass of HMA Sample prior to ignition
|
1548.1 g
|
|
Corrected Asphalt Binder Content
|
7.71 %
|
|
Mass Loss
|
130.6 g
|
|
Mass of aggregate remaining after ignition
|
1417.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.54 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-09-24-87-2
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: 10/02/2024
Date Tested: 09/30/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Startup Evaluation
Asphalt Content #2
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3110.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4669 g
|
|
Mass of HMA Sample prior to ignition
|
1558.6 g
|
|
Corrected Asphalt Binder Content
|
7.73 %
|
|
Mass Loss
|
137.3 g
|
|
Mass of aggregate remaining after ignition
|
1421.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.54 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.54 %
|
|
Test Temperature
|
482 C
|
DIME Test ID: 2024-09-24-87-3
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: 10/02/2024
Date Tested: 09/27/2024
Submitted By Organization: CT D04 - Hayward Field Laboratory
Organization Address: 21339 Cabot Boulevard,
Organization City: Hayward
Organization State: CA
Organization Zipcode: 94545
Organization Email: pamela.brown@dot.ca.gov
Organization Phone: (510) 385-8258
General Comments for this Test: Startup Evaluation
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
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2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7334.8 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1574.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8268.2 grams
|
|
Mass of container filled with water
|
7334.8 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
1567.9 grams
|
|
Mass of container filled with the sample and water for Sample 2
|
8263.3 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.455
|
|
Specific Gravity for Sample 2
|
2.452
|
|
Average Specific Gravity
|
2.454
|
|
Theoretical maximum density at 25°C (77°F)
|
2446.9 kg/m^3
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