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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 on following page(s): 3

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,
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:
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,
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:
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,
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:
Test Result Compliance:
Additional Comments When Verified:
Temperature 25 C
Ball Penetration (P1) no data0 mm
Final Dial reading (F1) 80 mm
Ball Penetration (P2) no data0 mm
Final Dial reading (F2) 80 mm
Ball Penetration (P3) no data0 mm
Final Dial reading (F3) 84 mm
Resilience 1 20 %
Resilience 2 20 %
Resilience 3 16 %
Average Resilience 19 %
Minutes Reaction no data