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Sample Record for 2022-08-30-29

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: 2022-08-30-29
TL Number from the TL Form:
Sample Submitted By Organization: Blackburn Consulting
Sample Organization Contact: (916) 375-8706
Type of Sample: Quality Control
Type of Material: Asphalt Binder
Sample Taken Date: 08/30/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/31/2022
The quantity of what the sample constitutes: 1 Oil Can
A brief description of the sample: 3/4" HMA w/ 15% RAP Oil, 64-28
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:
Sublot number:
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): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-08-30-29-1
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: 09/09/2022
Date Tested: 09/06/2022
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 0.137 kPa
Phase Angle (δ) (for the 10 cycles) 86.2 degree
Complex Modulus (G*) (for the 10 measurements) 1.140 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.14 kPa

Test 2 of 4

DIME Test ID: 2022-08-30-29-2
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: 09/09/2022
Date Tested: 09/06/2022
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.320 kPa
Phase Angle (δ) (for the 10 cycles) 81.0 degree
Complex Modulus (G*) (for the 10 measurements) 3.199 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 3.24 kPa

Test 3 of 4

DIME Test ID: 2022-08-30-29-3
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: 09/12/2022
Date Tested: 09/12/2022
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: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 55.755 kPa
Phase Angle (δ) (for the 10 cycles) 47.6 degree
Complex Modulus (G*) (for the 10 measurements) 5575.493 kPa
Test Temperature (Specimen 1) 22.0 C
(G*) x sin(δ)= 4117 kPa

Test 4 of 4

DIME Test ID: 2022-08-30-29-4
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/13/2022
Date Tested: 09/09/2022
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: BBR
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.0 C
Maximum test bath temperature at 240 s -18.0 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 267.000 mPa
Estimated Stiffness Modulus 60.0 s 267.000 mPa
Difference between stiffness moduli 60.0 s 0.00 %
Estimated m-value 60.0 s 0.315