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Sample Record for 2020-09-29-34

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Project Information

Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION CO. INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-09-29-34
TL Number from the TL Form: 200929E
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Rubber Binder
Sample Taken Date: 09/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2020
The quantity of what the sample constitutes: 1 Can
A brief description of the sample: #10 Test, No Test #11(200930E), #12(201011E)
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: FNF Templeton

Material Information

Asphalt modifier supplier:
Performance Grade: PG 64-16
Lot number:
Sublot number:

Test Results

Test 1 of 3

DIME Test ID: 2020-09-29-34-3
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: 10/09/2020
Date Tested: 10/09/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications
Additional Comments When Verified:
Temperature 25 C
Final Dial reading (F1) 90 mm
Ball Penetration (P1) 0 mm
Final Dial reading (F2) 91 mm
Ball Penetration (P2) 3 mm
Final Dial reading (F3) 94 mm
Ball Penetration (P3) 3 mm
Resilience 1 10 %
Resilience 2 12 %
Resilience 3 9 %
Average Resilience 10 %

Test 2 of 3

DIME Test ID: 2020-09-29-34-4
Test Method: ASTM D217-16: Standard Test Methods for Cone Penetration of Lubricating Grease (Cone Penetration)
Verified Date: 10/09/2020
Date Tested: 10/09/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications
Additional Comments When Verified:
Determination Worked Penetration
Worked Penetration 46 0.1 mm

Test 3 of 3

DIME Test ID: 2020-09-29-34-5
Test Method: ASTM D36-14ε1: Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus) (Softening Point)
Verified Date: 10/09/2020
Date Tested: 10/09/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
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: Per 2018 Standard Specifications
Additional Comments When Verified:
ASTM Thermometer used? C
Softening Point Sample 1 61 C
Softening Point Sample 2 61 C
Bath Liquid USP glycerin

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.