Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002572 DEA: 061H9704 EFIS: 0625000105
QA Service Level: 1
DIST-CO-RTE-PM: 06-MAD-152-R0.0/15.5
Work Description: MADERA COUNTY SLAB REPLACEMENT WITH DIGOUTS ON SR 59, 152. Cold plane AC, remove concrete pavement and place with HMA and RHMA.
Location Description: CONSTRUCTION ON STATE HIGHWAY IN MADERA COUNTY NEAR CHOWCHILLA FROM ROUTE 59/152 SEPARATION TO 0.1 MILE WEST OF ROUTE 99/152 SEPARATION.
Contractor Name: Granite Construction Company (Jorge Velazquez)
Contractor Address: Unknown
Resident Engineer: Alaa Ghoneim Structure Rep.: None None
DIME Sample ID: 2026-09-23-46
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: 09/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/29/2026
The quantity of what the sample constitutes: 1 CAN OF 64-16
A brief description of the sample: 64-16
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sante Fe Aggregates Winton
Performance Grade: PG 64-16
Modified:
Lot number: 3
Sublot number: 12
Tank number:
Time of sample:
HMA Supplier: SANTE FE AGG
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: not listed on tl 101
HMA Supplier Mix ID Number: santa fe agg
DIME Test ID: 2026-09-23-46-1
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: 09/30/2026
Date Tested: 09/30/2026
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
|
0.160 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
89.1 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.326 kPa
|
|
Test Temperature (Specimen 1)
|
64.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.33 kPa
|
