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Sample Record for 2020-09-08-25

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 214605 DEA: 051K7904 EFIS: 0519000026 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-166-R51.1/55.0
Work Description: COLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location Description: SANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
Contractor Name: Calportland Construction
Contractor Address: 1625 East Donovan Rd, Santa Maria, CA 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-08-25
TL Number from the TL Form: 200908E
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: 09/08/2020
Date that the sample was received by the laboratory/organization performing the testing: 09/21/2020
The quantity of what the sample constitutes: 1can
A brief description of the sample: ARB #5 test, #6(200909E), #7(200910E) No Test
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cal Portland Garey Plant

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:
Asphalt Rubber Binder Mix Number:

Test Results

Test 1 of 3

DIME Test ID: 2020-09-08-25-1
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 09/25/2020
Date Tested: 09/24/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 38 0.1 mm

Test 2 of 3

DIME Test ID: 2020-09-08-25-2
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 09/25/2020
Date Tested: 09/24/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
ASTM Thermometer used? F
Softening Point Sample 1 72 F
Softening Point Sample 2 72 F
Bath Liquid USP glycerin
Minutes Reaction no data

Test 3 of 3

DIME Test ID: 2020-09-08-25-3
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: 09/25/2020
Date Tested: 09/24/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 80 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P2) 0 mm
Final Dial reading (F3) 84 mm
Ball Penetration (P3) 0 mm
Resilience 1 20 %
Resilience 2 20 %
Resilience 3 16 %
Average Resilience 19 %
Minutes Reaction no data