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Sample Record for 2025-05-27-78

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

Project Information

Project ID: 1000777 DEA: 07370404 EFIS: 0720000128 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5-R59.5/R73.7
Work Description: COLD PLANE AC PAVEMENT, PLACE HOT MIX ASPHALT AND INSTALL MGS.
Location Description: LOS ANGELES COUNTY FROM LAKE HUGHES ROAD UNDERCROSSING TO 0.7 MILE SOUTH OF VISTA DEL LAGO ROAD OVERCROSSING.
Contractor Name: GRIFFITH COMPANY
Contractor Address: 1128 Carrier Parkway Avenue, Bakersfield, CA 93308
Resident Engineer: Ridwan Salman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-05-27-78
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: 05/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/02/2025
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: Griffith Edmonston

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2025-05-27-78-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 07/15/2025
Date Tested: 07/03/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? NA
Soluble, percent 99.9 %
Insoluble, percent 0.1 %

Test 2 of 9

DIME Test ID: 2025-05-27-78-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/15/2025
Date Tested: 07/03/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 8:21 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 61.3 %
Viscosity reading #1 (A) 0.308 Pa-s
Viscosity reading #2 (B) 0.307 Pa-s
Viscosity reading #3 (C) 0.305 Pa-s
Average viscosity 0.307 Pa-s

Test 3 of 9

DIME Test ID: 2025-05-27-78-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 07/15/2025
Date Tested: 07/03/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Specific Gravity 1.014

Test 4 of 9

DIME Test ID: 2025-05-27-78-2
Test Method: AASHTO T240-17: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 07/15/2025
Date Tested: 07/07/2025
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: (909) 829-3029
General Comments for this Test: -0.017 + 0.006 = -0.011
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? no data
Mass of empty container #1 168.834 grams
Mass of empty container #2 171.468 grams
Mass of container #1 before test (m1i) 203.969 grams
Mass of container #2 before test (m2i) 206.641 grams
Mass of container #1 after test (m1f) 203.962 grams
Mass of container #2 after test (m2f) 206.636 grams
Average mass change -0.017 percent

Test 5 of 9

DIME Test ID: 2025-05-27-78-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/22/2025
Date Tested: 07/22/2025
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: (909) 829-3029
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 6 of 9

DIME Test ID: 2025-05-27-78-3
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: 07/22/2025
Date Tested: 07/03/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 87.6 degree
Dynamic Shear, G*/sin(δ) 2.87 kPa

Test 7 of 9

DIME Test ID: 2025-05-27-78-4
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: 07/22/2025
Date Tested: 07/03/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 89.1 degree
Dynamic Shear, G*/sin(δ) 1.39 kPa

Test 8 of 9

DIME Test ID: 2025-05-27-78-8
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: 09/22/2025
Date Tested: 09/20/2025
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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 no data
Estimated Stiffness Modulus 60.0 s 216.047 MPa
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.366

Test 9 of 9

DIME Test ID: 2025-05-27-78-9
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: 09/22/2025
Date Tested: 09/20/2025
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: (909) 829-3029
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) 62.1 degree
(G*) x sin(δ)= 3385 kPa