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Sample Record for 2026-07-16-84

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Project Information

Project ID: 1000481 DEA: 081C07U4 EFIS: 0824000168 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-27.5/34.3
Work Description: RUBBERIZED HMA, FIBER OPTIC CABLE SYSTEMS, AND COLD PLANE AC PAVEMENT.
Location Description: RIVERSIDE COUNTY AT AND NEAR ROMOLAND AND HOMELAND FROM BONNIE DRIVE TO WINCHESTER ROAD
Contractor Name: GRIFFITH COMPANY
Contractor Address: 12200 Bloomfield Avenue, Santa Fe Springs, CA 90670
Resident Engineer: Omar Sanchez Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-07-16-84
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Verification
Type of Material: Asphalt Binder
Sample Taken Date: 07/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2026
The quantity of what the sample constitutes: 1can
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MARTIN MARRIETA LAKE ELSINORE

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: n/a
Certified Asphalt Supplier: Valero Wilmington Refinery - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: n/a
HMA Supplier Mix ID Number: n/a
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-07-16-84-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/11/2026
Date Tested: 08/10/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 85.7 degree
Dynamic Shear, G*/sin(δ) 1.42 kPa

Test

DIME Test ID: 2026-07-16-84-2
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/11/2026
Date Tested: 08/10/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 81.0 degree
Dynamic Shear, G*/sin(δ) 4.06 kPa

Test

DIME Test ID: 2026-07-16-84-3
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 08/20/2026
Date Tested: 08/13/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 75 cm
Ductility of sample 75 cm

Test

DIME Test ID: 2026-07-16-84-4
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/20/2026
Date Tested: 08/18/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Maximum test bath temperature at 240 S 0.0 C
Minimum test bath temperature at 240 S 0.0 C
Estimated Stiffness Modulus 8.0 s 0.000 MPa
Estimated m-value 8.0 s 0.000
Estimated Stiffness Modulus 15.0 s 0.000 MPa
Estimated m-value 15.0 s 0.000
Estimated Stiffness Modulus 30.0 s 0.000 MPa
Estimated m-value 30.0 s 0.000
Estimated Stiffness Modulus 60.0 s 76.803 MPa
Estimated m-value 60.0 s 0.381
Estimated Stiffness Modulus 120.0 s 0.000 MPa
Estimated m-value 120.0 s 0.000
Estimated Stiffness Modulus 240.0 s 0.000 MPa
Estimated m-value 240.0 s 0.000

Test

DIME Test ID: 2026-07-16-84-5
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/20/2026
Date Tested: 08/18/2026
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 48.5 degree
(G*) x sin(δ)= 2535 kPa