Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002265 DEA: 101U0604 EFIS: 1025000086
QA Service Level: 1
DIST-CO-RTE-PM: 10-STA-33-7.1/12.4, 13.7/14.7
Work Description: Partial depth recycling with RHMA-G with 10% RAP.
Location Description: CONSTRUCTION ON STATE HIGHWAY IN STANISLAUS COUNTY IN AND NEAR PATTERSON FROM 1.1 MILES NORTH OF MAIN CANAL BRIDGE TO 0.2 MILE SOUTH OF SPERRY AVENUE AND FROM 0.6 MILE NORTH OF LAS PALMAS AVENUE TO EUCALYPTUS AVENUE. 10-Sta-33-7.1/12.4, 13.7/14.7
Contractor Name: Bay Cities Paving & Grading
Contractor Address: 1450 Civic Ct. BLDG B #400, Concord CA, 94520
Resident Engineer: Zubair Anwar Structure Rep.: Unknown
DIME Sample ID: 2026-08-20-33
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Assurance
Type of Material: Asphalt Binder
Sample Taken Date: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/24/2026
The quantity of what the sample constitutes: 2 CANS OF 64-10
A brief description of the sample: 64-10
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BAY CITIES
Performance Grade: PG 64-10
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: not on tl 101
Certified Asphalt Supplier: VSS Emultech - West Sacramento - West Sacramento CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: NOT ON TL 101
HMA Supplier Mix ID Number: NOT ON TL
DIME Test ID: 2026-08-20-33-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/27/2026
Date Tested: 08/25/2026
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 Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.158 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
87.0 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.312 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.31 kPa
|
