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Sample Record for 2025-12-17-27

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Project Information

Project ID: 995489 DEA: 07344204 EFIS: 0718000046 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-5,710-23.2/36.3,21.9
Work Description: CONSTRUCT GSRDS, MVPS, AND BIOSWALES.
Location Description: LOS ANGELES COUNTY AT VARIOUS LOCATIONS
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: Unknown
Resident Engineer: Danglong Tran Structure Rep.: Gon Choi

Sample Information

DIME Sample ID: 2025-12-17-27
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: 12/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2025
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: Vulcan Sun Valley - Blvd.

Material Information

Performance Grade: PG 58-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-12-17-27-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 12/23/2025
Date Tested: 12/23/2025
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 1.017

Test 2 of 6

DIME Test ID: 2025-12-17-27-2
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 12/23/2025
Date Tested: 12/23/2025
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 mass change based on one or two containers? Two
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? No
Mass of container #1 before test (m1i) 202.654 grams
Mass of container #2 before test (m2i) 206.933 grams
Mass of container #1 after test (m1f) 202.409 grams
Mass of container #2 after test (m2f) 206.684 grams
Average mass change -0.698 percent
Mass of empty container #1 167.458 grams
Mass of empty container #2 171.915 grams
Mass correction factor 0.006

Test 3 of 6

DIME Test ID: 2025-12-17-27-3
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: 12/23/2025
Date Tested: 12/23/2025
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) 78.8 degree
Dynamic Shear, G*/sin(δ) 4.44 kPa

Test 4 of 6

DIME Test ID: 2025-12-17-27-4
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: 12/23/2025
Date Tested: 12/23/2025
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) 85.5 degree
Dynamic Shear, G*/sin(δ) 1.45 kPa

Test 5 of 6

DIME Test ID: 2025-12-17-27-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 12/23/2025
Date Tested: 12/23/2025
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 8:43 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 55.9 %
Viscosity reading #1 (A) 0.276 Pa-s
Viscosity reading #2 (B) 0.279 Pa-s
Viscosity reading #3 (C) 0.285 Pa-s
Average viscosity 0.28 Pa-s

Test 6 of 6

DIME Test ID: 2025-12-17-27-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 12/23/2025
Date Tested: 12/23/2025
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 %