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Sample Record for 2024-06-11-53

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

Project Information

Project ID: 995123 DEA: 051K4304 EFIS: 0518000207 QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-183-R2.1/R8.3
Work Description: RHMA (GAP GRADED), CONCRETE BARRIER TRANSITION AND LIGHTING SYSTEMS.
Location Description: MONTEREY COUNTY NEAR SALINAS FROM 0.2 MILE SOUTH OF OLD CEMETERY ROAD TO 0.1 MILE SOUTH OF DEL MONTE AVENUE IN CASTROVILLE.
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: David Hopper Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-06-11-53
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Monterey Construction Field Laboratory
Sample Organization Contact: 831-818-0254
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 06/11/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/21/2024
The quantity of what the sample constitutes: 561.2 Ton of HMA
A brief description of the sample: 1 Can
From where was the sample collected: Other
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: San Joaquin Refinery, Bakersfield, CA

Material Information

Performance Grade: PG 64-10
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: Granite Salinas Batch Plant
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 5

Test Results

Test 1 of 5

DIME Test ID: 2024-06-11-53-3
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: 06/26/2024
Date Tested: 06/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
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 0.184 kPa
Phase Angle (δ) (for the 10 cycles) 89.5 degree
Complex Modulus (G*) (for the 10 measurements) 1.524 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 1.52 kPa

Test 2 of 5

DIME Test ID: 2024-06-11-53-4
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: 06/26/2024
Date Tested: 06/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.267 kPa
Phase Angle (δ) (for the 10 cycles) 88.9 degree
Complex Modulus (G*) (for the 10 measurements) 2.661 kPa
Test Temperature (Specimen 1) 64.0 C
Dynamic Shear, G*/sin(δ) 2.66 kPa

Test 3 of 5

DIME Test ID: 2024-06-11-53-5
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: 06/26/2024
Date Tested: 06/25/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: PAV
Test Result Compliance: not applicable
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 49.009 kPa
Phase Angle (δ) (for the 10 cycles) 65.5 degree
Complex Modulus (G*) (for the 10 measurements) 4876.295 kPa
Test Temperature (Specimen 1) 31.0 C
(G*) x sin(δ)= 4437 kPa

Test 4 of 5

DIME Test ID: 2024-06-11-53-6
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: 06/26/2024
Date Tested: 06/25/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: BBR
Test Result Compliance: not applicable
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data0 C
Maximum test bath temperature at 240 s no data0 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) no data0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 no data0 mN
Deflection at time 0.0 s no data0 µm
Load at time 0.5 s no data0 mN
Deflection at time 0.5 s no data0 µm
Load at 60.0 s no data0 mN
Beam deflection 60.0 s no data0 µm
Measured Stiffness Modulus 60.0 s 174 MPa
Estimated Stiffness Modulus 60.0 s 173 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.455

Test 5 of 5

DIME Test ID: 2024-06-11-53-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/26/2024
Date Tested: 06/24/2024
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: DUCT
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm