Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994309 DEA: 033H5404 EFIS: 0318000012
QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-70-46.0/47.0
Work Description: RAISE ALIGNMENT, PLACE HMA, STRUCTURAL CONCRETE & BRIDGE RAIL.
Location Description: BUTTE COUNTY NEAR PARADISE FROM 0.8 MILE WEST OF SHADY REST AREA TO 0.2 MILE EAST OF SHADY REST AREA
Contractor Name: VIKING CONSTRUCTION COMPANY, INC.
Contractor Address: 11315 SUNRISE GOLD CIR. #A, RANCHO CORDOVA CA 95742
Resident Engineer: Daniel Rechs Structure Rep.: Adam Scardaci
DIME Sample ID: 2023-05-11-48
TL Number from the TL Form: 802905
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2023
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: Source
Laboratory sample identification: 23-008
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Materials Hallwood
DIME Test ID: 2023-05-11-48-1
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: 05/16/2023
Date Tested: 05/11/2023
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
|
3969.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
6113.9 g
|
|
Mass of HMA Sample prior to ignition
|
2144.3 g
|
|
Corrected Asphalt Binder Content
|
4.67 %
|
|
Mass Loss
|
112 g
|
|
Mass of aggregate remaining after ignition
|
2032.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.53 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|