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Sample Record for 2022-08-23-76

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 993193 DEA: 031H18U4 EFIS: 0321000106 QA Service Level: 1
DIST-CO-RTE-PM: 03-NEV-80-13.0/16.5
Work Description: ROADWAY EXCAVATION, JPCP AND FURNISH POLYESTER CONCRETE OVERLAY.
Location Description: NEVADA COUNTY IN AND NEAR TRUCKEE FROM 0.2 MILE WEST OF DONNER PARK OVERCROSSING TO ROUTE 89/267 SEPARATION
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Randy Stellhorn Structure Rep.: Carl Anderson

Sample Information

DIME Sample ID: 2022-08-23-76
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 08/23/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/26/2022
The quantity of what the sample constitutes: 2 Oil Cans
A brief description of the sample: 3/4" HMA w/ 15% RAP
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Martis Valley

Material Information

Performance Grade: PG 64-28
Modified: No
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Pacific Northwest Oil - Stockton CA
Multigrade: Yes
Multigrade Type: PG 64-28 / PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2022-08-23-76-1
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 09/02/2022
Date Tested: 08/30/2022
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: OG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.145 kPa
Phase Angle (δ) (for the 10 cycles) 83.3 degree
Complex Modulus (G*) (for the 10 measurements) 1.212 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.22 kPa

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2022-08-23-76-2AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/29/2022Not scheduledChan LeeCT HQ - Sacramento Asphalt Binder LaboratoryRTFO
2022-08-23-76-3AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)08/29/2022Not scheduledChan LeeCT HQ - Sacramento Asphalt Binder LaboratoryPAV
2022-08-23-76-4AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)08/29/2022Not scheduledChan LeeCT HQ - Sacramento Asphalt Binder LaboratoryBBR