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Sample Record for 2020-07-24-23

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Project Information

Project ID: 214684 DEA: 020J1404 EFIS: 0219000065 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96,263-VAR
Work Description: PLACE HMA OVERLAY, GUARDRAIL, SHOULDER BACKING, REPLACE AC SURFACING.
Location Description: SISKIYOU COUNTY AT VARIOUS LOCATIONS
Contractor Name: J.F. Shea Construction, Inc.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Austin Henry Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-07-24-23
TL Number from the TL Form: 854825
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 07/24/2020
Date that the sample was received by the laboratory/organization performing the testing: 07/31/2020
The quantity of what the sample constitutes: 1 Can #1 Test (854825)
A brief description of the sample: Asphalt Binder PG 58-34M
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Yreka

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier:
Multigrade:
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2020-07-24-23-1
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 09/22/2020
Date Tested: 08/07/2020
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:
Final Reading from the testing machine (X) 3 cm
% Elongation Recovery 85 %

Test 2 of 5

DIME Test ID: 2020-07-24-23-2
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 09/22/2020
Date Tested: 08/03/2020
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:
Is mass change based on one or two containers? One
Any material loss from containers during heating process/testing? No
Mass of empty container #1 171.440 grams
Mass of container #1 before test (m1i) 206.990 grams
Mass of container #1 after test (m1f) 206.820 grams
Average mass change -0.478 percent

Test 3 of 5

DIME Test ID: 2020-07-24-23-3
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/14/2020
Date Tested: 08/14/2020
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:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 68.0 degree
Dynamic Shear, G*/sin(δ) 3.21 kPa

Test 4 of 5

DIME Test ID: 2020-07-24-23-4
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/02/2020
Date Tested: 09/02/2020
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:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 43.3 degree
(G*) x sin(δ)= 4688 kPa

Test 5 of 5

DIME Test ID: 2020-07-24-23-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/02/2020
Date Tested: 09/01/2020
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: At 64 degrees Phase Angle = 62.5 degree and Dynamic Shear = 5.0496 kPa
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 61.5 degree
Dynamic Shear, G*/sin(δ) 9.05 kPa