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Sample Record for 2022-07-26-39

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

Project Information

Project ID: 215789 DEA: 10462104 EFIS: 1013000266 QA Service Level: 1
DIST-CO-RTE-PM: 10-TUO-108-R18.9/38.8
Work Description: COLD PLANE, HMA, DRAINAGE REPLACEMENT, AND MODIFY TRAFFIC STATIONS.
Location Description: TUOLUMNE COUNTY IN AND NEAR LONG BARN FROM 0.1 MILE WEST OF LONG BARN ROAD TO 2.3 MILES EAST OF COW CREEK ROAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Shamsurahman Sheenwari Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-26-39
TL Number from the TL Form: 710267
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: 07/26/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2022
The quantity of what the sample constitutes: 1 can
A brief description of the sample: 3/4 " HMA-A SP R22 PG 58-34M
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Table Mountain Plant

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2022-07-26-39-1
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: 08/15/2022
Date Tested: 08/09/2022
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: OG
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 0.260 kPa
Phase Angle (δ) (for the 10 cycles) 70.0 degree
Complex Modulus (G*) (for the 10 measurements) 2.165 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 2.30 kPa

Test 2 of 4

DIME Test ID: 2022-07-26-39-2
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: 08/15/2022
Date Tested: 08/10/2022
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 RTFO residue two specimens
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.723 kPa
Phase Angle (δ) (for the 10 cycles) 58.7 degree
Complex Modulus (G*) (for the 10 measurements) 7.229 kPa
Test Temperature (Specimen 1) 58.0 C
Dynamic Shear, G*/sin(δ) 8.46 kPa
Stress Amplitude 2 0.413 kPa
Phase Angle 2 (δ) (for the 10 cycles) 60.4 degree
Complex Modulus 2 (G*) (for the 10 measurements) 4.132 kPa
Test Temperature (Specimen 2) 64.0 C
Dynamic Shear 2, G*/sin(δ) 4.75 kPa
Delta at 2.2 kpa 61.6 degree

Test 3 of 4

DIME Test ID: 2022-07-26-39-3
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: 08/15/2022
Date Tested: 08/10/2022
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 27.421 kPa
Phase Angle (δ) (for the 10 cycles) 37.5 degree
Complex Modulus (G*) (for the 10 measurements) 2742.099 kPa
Test Temperature (Specimen 1) 16.0 C
(G*) x sin(δ)= 1669 kPa

Test 4 of 4

DIME Test ID: 2022-07-26-39-4
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/15/2022
Date Tested: 08/15/2022
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: does not comply
Additional Comments When Verified:
Minimum test bath temperature at 240 s -24.0 C
Maximum test bath temperature at 240 s -24.1 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 99.200 mPa
Estimated Stiffness Modulus 60.0 s 99.300 mPa
Difference between stiffness moduli 60.0 s 0.10 %
Estimated m-value 60.0 s 0.297