Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214919 DEA: 060U4504 EFIS: 0615000298
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-18.6/T25.5
Work Description: COLD PLANE AC PAVEMENT AND HOT MIX ASPHALT RESURFACING.
Location Description: FRESNO COUNTY NEAR PRATHER FROM 0.1 MILE EAST OF SAMPLE ROAD TO OAK CREEK ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Raman Guraya
DIME Sample ID: 2021-09-19-2
TL Number from the TL Form: c039980
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 Rubber Binder
Sample Taken Date: 09/19/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2021
The quantity of what the sample constitutes: 2 cans
A brief description of the sample: Rubberized PG64-16
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CMI Fresno
Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:
DIME Test ID: 2021-09-19-2-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/06/2021
Date Tested: 10/06/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
|
Determination
|
Unworked Penetration
|
|
Unworked Penetration
|
27 0.1 mm
|
DIME Test ID: 2021-09-19-2-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/06/2021
Date Tested: 10/06/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
|
ASTM Thermometer used?
|
C
|
|
Softening Point Sample 1
|
69 C
|
|
Softening Point Sample 2
|
69 C
|
|
Bath Liquid
|
USP glycerin
|
|
Minutes Reaction
|
no data
|
DIME Test ID: 2021-09-19-2-3
Test Method: ASTM D5329-16: 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: 04/07/2026
Date Tested: 10/06/2021
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: 2018 per spec.
Test Result Compliance:
Additional Comments When Verified:
|
Temperature
|
25 C
|
|
Ball Penetration (P1)
|
1 mm
|
|
Final Dial reading (F1)
|
78 mm
|
|
Ball Penetration (P2)
|
no data0 mm
|
|
Final Dial reading (F2)
|
76 mm
|
|
Ball Penetration (P3)
|
no data0 mm
|
|
Final Dial reading (F3)
|
76 mm
|
|
Resilience 1
|
23 %
|
|
Resilience 2
|
24 %
|
|
Resilience 3
|
24 %
|
|
Average Resilience
|
24 %
|
|
Minutes Reaction
|
no data
|
