Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215682 DEA: 031H1904 EFIS: 0316000065
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80,244-M9.6/12.9,0.0/T0.8
Work Description: COLD PLANE AC PAVEMENT, PLACE RHMA AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: SACRAMENTO COUNTY IN AND NEAR SACRAMENTO ON ROUTE 80 FROM 0.2 MILE EAST OF LONGVIEW DRIVE OVERCROSSING TO 0.4 MILE EAST OF MADISON AVENUE OVERCROSSING AND ON ROUTE 244 FROM 0.3 MILE NORTH OF AUBURN BOULEVARD TO CONNECTOR TO ROUTE 80
Contractor Name: A. Teichert and Sons, Inc. DBA Teichert Construction
Contractor Address: 400 Sunrise Blvd., Roseville, CA 95661
Resident Engineer: Deyaedden Elghassein Structure Rep.: Unknown
DIME Sample ID: 2022-07-19-64
TL Number from the TL Form: Not Provided
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Department Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/19/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2022
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: PG 64-16 (Valero)
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins
Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: Teichert Perkins
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2022-07-19-64-1
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/22/2022
Date Tested: 08/22/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.00 %
|
|
Stress Amplitude
|
0.175 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.457 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.46 kPa
|
DIME Test ID: 2022-07-19-64-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/22/2022
Date Tested: 08/22/2022
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
10.00 %
|
|
Stress Amplitude
|
0.474 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
78.5 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
4.735 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
4.83 kPa
|
