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: 2023-04-13-83
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: 04/14/2023
The quantity of what the sample constitutes: 500 Tons
A brief description of the sample: 3/4 HMA + 25% RAP
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: 2023-04-13-83-1
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: 06/17/2024
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: Lot 1 Sublot 1
Asphalt Content #1
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2111.1 g
|
Corrected Asphalt Binder Content
|
4.6 %
|
Mass Loss
|
122.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.08 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.12 %
|
Test Temperature
|
482 C
|
DIME Test ID: 2023-04-13-83-2
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: 06/17/2024
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: Lot 1 Sublot 1
Asphalt Content #2
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Celsius
|
Test procedure used?
|
Method A
|
Mass of HMA Sample prior to ignition
|
2111 g
|
Corrected Asphalt Binder Content
|
4.6 %
|
Mass Loss
|
121.7 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.08 %
|
Moisture Content
|
no data0 %
|
Temperature Compensation Factor
|
0.11 %
|
Test Temperature
|
482 C
|
DIME Test ID: 2023-04-13-83-3
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: 06/17/2024
Date Tested: 04/18/2023
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: Lot 1 Sublot 1
Test Result Compliance:
Additional Comments When Verified:
Number of Samples
|
1
|
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 1
|
7334.6 grams
|
Mass of oven-dry sample in air for Sample 1
|
2535.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8857 grams
|
Temperature of Water
|
27 °F
|
Specific Gravity for Sample 1
|
2.503
|
Theoretical maximum density at 25°C (77°F)
|
2496 kg/m^3
|
DIME Test ID: 2023-04-13-83-4
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 06/17/2024
Date Tested: 04/19/2023
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: Lot 1 Sublot 1
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.379
|
Bulk Specific Gravity 2
|
2.349
|
Average Bulk Specific Gravity
|
2.364
|
DIME Test ID: 2023-04-13-83-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/17/2024
Date Tested: 04/19/2023
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: Lot 1 Sublot 1
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
5 %
|
Percent Air Voids 2
|
6.2 %
|
Average Percent Air Voids
|
5.6 %
|