Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214395 DEA: 103A7204 EFIS: 1013000259
QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-99-20.1/24.3
Work Description: PLACE CRCP AND HMA.
Location Description: MERCED COUNTY IN AND NEAR ATWATER FROM 0.4 MILE SOUTH OF BUHACH OVERCROSSING TO 0.8 MILE NORTH OF WEST ATWATER OVERHEAD
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Muhammad Rahman Structure Rep.: Karen Sampson
DIME Sample ID: 2023-01-31-40
TL Number from the TL Form: C938458
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 01/31/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/29/2023
The quantity of what the sample constitutes: 2 cans asphalt binder
A brief description of the sample: PG 70-10
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert - Santa Fe Winton
Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Teichert Santa Fe Winton
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number: WTN12SPAVAL7010
DIME Test ID: 2023-01-31-40-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/06/2023
Date Tested: 04/04/2023
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: Original
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
Original binder
|
Test Gap
|
1 mm
|
Test Frequency
|
10.0 rad/s
|
Strain Amplitude
|
12.00 %
|
Stress Amplitude
|
0.122 kPa
|
Phase Angle (δ) (for the 10 cycles)
|
86.6 degree
|
Complex Modulus (G*) (for the 10 measurements)
|
1.017 kPa
|
Test Temperature (Specimen 1)
|
70.0 C
|
Dynamic Shear, G*/sin(δ)
|
1.02 kPa
|