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: 2026-09-17-75
TL Number from the TL Form: 027400
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/17/2026
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
A brief description of the sample: 1 CAN OF RUBBER BINDER
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sante Fe Aggregates Winton
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number: 3
Sublot number: 1
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2026-09-17-75-1
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
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: CONE PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
47 0.1 mm
|
DIME Test ID: 2026-09-17-75-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
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: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
59 C
|
|
Softening Point Sample 2
|
59 C
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2026-09-17-75-3
Test Method: ASTM D5329-20: Standard Test Methods for Sealants and Fillers, Hot-Applied, for Joints and Cracks in Asphalt Pavements and Portland Cement Concrete Pavements (Asphalt Pavement)
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: RESILIENSE REBOUND
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
5 mm
|
|
Final Dial reading (F1)
|
80 mm
|
|
Ball Penetration (P2)
|
11 mm
|
|
Final Dial reading (F2)
|
86 mm
|
|
Ball Penetration (P3)
|
5 mm
|
|
Final Dial reading (F3)
|
81 mm
|
|
Resilience 1
|
25 %
|
|
Resilience 2
|
25 %
|
|
Resilience 3
|
24 %
|
|
Average Resilience
|
25 %
|
|
Minutes Reaction
|
no data
|
