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Sample Record for 2021-06-13-3

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Project Information

Project ID: 215237 DEA: 101H4204 EFIS: 1018000166 QA Service Level: 1
DIST-CO-RTE-PM: 10-MER-5-17.0/22.6
Work Description: RESURFACE WITH RUBBERIZED HOT MIXED ASPHALT.
Location Description: MERCED COUNTY AT AND NEAR SANTA NELLA FROM 0.5 MILE SOUTH OF ROUTE 5/152 SEPARATION TO MCCABE ROAD OVERCROSSING
Contractor Name: Teichert Construction
Contractor Address: 5771 Toyota Avenue, Fresno, CA 93725
Resident Engineer: Ranbir Bhullar Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-06-13-3
TL Number from the TL Form: 760557
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: 06/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2021
The quantity of what the sample constitutes: 1 OF 2 CANS
A brief description of the sample: ASPHALT BINDER
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARATHON ELK GROVE

Material Information

Performance Grade: PG 70-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: TEICHERT VERNALIS
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-06-13-3-1
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: 07/07/2021
Date Tested: 06/25/2021
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
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 167.494 grams
Mass of empty container #2 179.922 grams
Mass of container #1 before test (m1i) 202.586 grams
Mass of container #2 before test (m2i) 215.024 grams
Mass of container #1 after test (m1f) 202.501 grams
Mass of container #2 after test (m2f) 214.931 grams
Average mass change -0.254 percent

Test 2 of 3

DIME Test ID: 2021-06-13-3-2
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: 06/29/2021
Date Tested: 06/24/2021
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: ORIG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.186 kPa
Phase Angle (δ) (for the 10 cycles) 86.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.549 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 1.55 kPa

Test 3 of 3

DIME Test ID: 2021-06-13-3-3
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: 06/29/2021
Date Tested: 06/24/2021
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.377 kPa
Phase Angle (δ) (for the 10 cycles) 83.4 degree
Complex Modulus (G*) (for the 10 measurements) 3.770 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 3.80 kPa

Tests Assigned to this Sample

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