Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215005 DEA: 044J7504 EFIS: 0416000005
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-84-R0.73/3.06
Work Description: INSTALL OUTER SEPARATION BARRIERS Concrete barrier, shoulder widening, striping, cold plane and overlay.
Location Description: ALAMEDA COUNTY IN FREMONT FROM 0.7 MILE NORTH OF SAN MATEO COUNTY LINE TO 0.1 MILE SOUTH OF TOLL PLAZA
Contractor Name: BAY CITIES PAVING AND GRADING INC
Contractor Address: 55 SANTA CLARA AVE. SUITE 145, OAKLAND, CA 94520
Resident Engineer: Rodelio Baluyot Structure Rep.: Vincent Tang
DIME Sample ID: 2023-04-13-40
TL Number from the TL Form: C924864
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: 04/13/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/13/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martin Marietta - Sunol
DIME Test ID: 2023-04-13-40-1
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: 04/25/2023
Date Tested: 04/17/2023
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
Method A
|
Mass of the specimen basket assembly
|
3,091.2 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5,202.3 g
|
Mass of HMA Sample prior to ignition
|
2,111.1 g
|
Corrected Asphalt Binder Content
|
4.62 %
|
Mass Loss
|
122.9 g
|
Mass of aggregate remaining after ignition
|
1,988.2 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.08 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.12 %
|
Test Temperature
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482 F
|