Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215744 DEA: 033H93U4 EFIS: 0321000091
QA Service Level: 1
DIST-CO-RTE-PM: 03-YUB,BUT-70-25.5/25.8,0.0/3.8
Work Description: WIDEN ROADWAY & SHOULDER, ADD TURN LANES & CONSTRUCT BRIDGE.
Location Description: YUBA AND BUTTE COUNTIES ABOUT 11 MILES NORTH OF MARYSVILLE FROM 0.8 MILE NORTH OF CHANDLER ROAD TO 0.2 MILE SOUTH OF EAST GRIDLEY ROAD
Contractor Name: Teichert Construction & MCM JV
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95766
Resident Engineer: Anthony Granados Structure Rep.: Matt Crete
DIME Sample ID: 2023-07-10-18
TL Number from the TL Form: 779499
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2023
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4 HMA
From where was the sample collected: Source
Laboratory sample identification: 23-080
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood
DIME Test ID: 2023-07-10-18-1
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: 07/11/2023
Date Tested: 07/11/2023
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:
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
|
7407.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2566.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8976.2 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.571
|
|
Theoretical maximum density at 25°C (77°F)
|
2564 kg/m^3
|
DIME Test ID: 2023-07-10-18-2
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: 07/11/2023
Date Tested: 07/11/2023
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?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3970 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6132.6 g
|
|
Mass of HMA Sample prior to ignition
|
2162.6 g
|
|
Corrected Asphalt Binder Content
|
4.81 %
|
|
Mass Loss
|
115.4 g
|
|
Mass of aggregate remaining after ignition
|
2047.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.53 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
