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Sample Record for 2021-08-06-10

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Project Information

Project ID: 215296 DEA: 031F1504 EFIS: 0300001101 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-R7.7/R9.5
Work Description: PLACE HMA, RHMA, AGGREGATE BASE AND FIBER OPTIC SYSTEM.
Location Description: SACRAMENTO COUNTY IN AND NEAR RANCHO CORDOVA FROM BRADSHAW ROAD OVERCROSSING TO MATHER FIELD OVERCROSSING
Contractor Name: DeSILVA GATES CONSTRUCTION
Contractor Address: 3855 N Freeway, Ste. 100, Sacramento, CA 95834
Resident Engineer: Ephrem Teweldeburhan Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-06-10
TL Number from the TL Form: c849109
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: 08/06/2021
Date that the sample was received by the laboratory/organization performing the testing: 08/09/2021
The quantity of what the sample constitutes: 1 CAN
A brief description of the sample: PG 64-16 Asphalt Binder
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Asphalt Binder Supplier: Marathon Petroleum Co. LP - Elk Grove CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 3

DIME Test ID: 2021-08-06-10-1
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: 08/18/2021
Date Tested: 08/11/2021
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 #1 164.604 grams
Mass of empty container #2 168.418 grams
Mass of container #1 before test (m1i) 199.965 grams
Mass of container #2 before test (m2i) 203.431 grams
Mass of container #1 after test (m1f) 199.802 grams
Mass of container #2 after test (m2f) 203.260 grams
Average mass change -0.475 percent

Test 2 of 3

DIME Test ID: 2021-08-06-10-2
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/18/2021
Date Tested: 08/11/2021
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 ORG
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 0.187 kPa
Phase Angle (δ) (for the 10 cycles) 85.7 degree
Complex Modulus (G*) (for the 10 measurements) 1.562 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 1.57 kPa

Test 3 of 3

DIME Test ID: 2021-08-06-10-3
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/18/2021
Date Tested: 08/11/2021
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 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 0.394 kPa
Phase Angle (δ) (for the 10 cycles) 81.3 degree
Complex Modulus (G*) (for the 10 measurements) 3.935 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 3.98 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2021-08-06-10-4AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/10/2021Not scheduledAkira HasegawaCT HQ - Sacramento Asphalt Binder LaboratoryPAV
2021-08-06-10-5AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)08/10/2021Not scheduledAkira HasegawaCT HQ - Sacramento Asphalt Binder Laboratory