Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995119 EFIS: 0319000004
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-R8.7/R10.6
Work Description: CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING.
Location Description: PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD
Contractor Name: DESILVA GATES CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Jeff Johnson Structure Rep.: Asia Al Maliki
DIME Sample ID: 2025-10-21-60
TL Number from the TL Form:
Sample Submitted By Organization: Atlas - Denver
Sample Organization Contact: 303-975-9959
Type of Sample: Quality Assurance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 10/21/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/14/2025
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: RHMA Blend
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: DeSilva Gates Marysville
Asphalt modifier supplier: San Joaquin Refining
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number: 6653
DIME Test ID: 2025-10-21-60-5
Test Method: ASTM D217-21: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 01/20/2026
Date Tested: 01/13/2026
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: CONE PENETRATION
Test Result Compliance: complies
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
22 0.1 mm
|
DIME Test ID: 2025-10-21-60-6
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: 01/20/2026
Date Tested: 01/14/2026
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: RESILIENCE
Test Result Compliance: complies
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
3 mm
|
|
Final Dial reading (F1)
|
55 mm
|
|
Ball Penetration (P2)
|
3 mm
|
|
Final Dial reading (F2)
|
58 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
51 mm
|
|
Resilience 1
|
48 %
|
|
Resilience 2
|
45 %
|
|
Resilience 3
|
49 %
|
|
Average Resilience
|
47 %
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2025-10-21-60-7
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 01/20/2026
Date Tested: 01/20/2026
Submitted By Organization: Atlas - Denver
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ian.broddrick@dot.ca.gov
Organization Phone: (916) 741-2680
General Comments for this Test: SOFTENING POINT
Test Result Compliance: complies
Additional Comments When Verified:
|
ASTM Thermometer used?
|
F
|
|
Softening Point Sample 1
|
158 F
|
|
Softening Point Sample 2
|
159 F
|
|
Bath Liquid
|
freshly boiled distilled water
|
|
Minutes Reaction
|
no data
|
