Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994731 DEA: 040Y3004 EFIS: 0422000265
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-92-R10.4/R12.0
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location Description: SAN MATEO COUNTY IN AND NEAR SAN MATEO FROM 0.2 MILE WEST OF ALAMEDA DE LAS PULGAS OVERCROSSING TO 92/101 SEPARATION
Contractor Name: O.C. JONES & SONS, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-08-21-48
TL Number from the TL Form: C666426
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: 08/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/22/2023
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Materials - Pleasanton
DIME Test ID: 2023-08-21-48-1
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: 05/22/2024
Date Tested: 08/22/2023
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:
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
|
1529.6 grams
|
Mass of container filled with the sample and water for Sample 1
|
8236.1 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.435
|
Theoretical maximum density at 25°C (77°F)
|
2428 kg/m^3
|
DIME Test ID: 2023-08-21-48-2
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: 05/22/2024
Date Tested: 08/22/2023
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: 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
|
3008.4 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4567.4 g
|
Mass of HMA Sample prior to ignition
|
1559.0 g
|
Corrected Asphalt Binder Content
|
7.47 %
|
Mass Loss
|
135.1 g
|
Mass of aggregate remaining after ignition
|
1423.9 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.01 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.19 %
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-08-21-48-3
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: 05/22/2024
Date Tested: 08/22/2023
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: 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
|
3257.7 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4794.6 g
|
Mass of HMA Sample prior to ignition
|
1536.9 g
|
Corrected Asphalt Binder Content
|
7.57 %
|
Mass Loss
|
134.3 g
|
Mass of aggregate remaining after ignition
|
1402.6 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.01 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.16 %
|
Test Temperature
|
538 C
|