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Sample Record for 2023-03-21-9

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Project Information

Project ID: 214549 DEA: 081H2904 EFIS: 0817000006 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-173-18.7
Work Description: STRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location Description: SAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
Contractor Name: Stronghold Engineering, Inc.
Contractor Address: 150 W. Walnut Ave, Perris, CA 92571
Resident Engineer: Elvira Lenart Structure Rep.: Ravinder Singh

Sample Information

DIME Sample ID: 2023-03-21-9
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: 03/21/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/06/2023
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0192-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Matich-Rialto

Material Information

Performance Grade: PG 64-28 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): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-03-21-9-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Specific Gravity 1.008

Test 2 of 6

DIME Test ID: 2023-03-21-9-2
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
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 99.3 %
Insoluble, percent 0.7 %

Test 3 of 6

DIME Test ID: 2023-03-21-9-3
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: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
General Comments for this Test: - 0.055 + 0.006 = - 0.049
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
Mass of empty container #1 167.262 grams
Mass of empty container #2 169.558 grams
Mass of container #1 before test (m1i) 202.175 grams
Mass of container #2 before test (m2i) 204.331 grams
Mass of container #1 after test (m1f) 202.156 grams
Mass of container #2 after test (m2f) 204.312 grams
Average mass change -0.055 percent

Test 4 of 6

DIME Test ID: 2023-03-21-9-4
Test Method: AASHTO T315-12: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
General Comments for this Test: ORIGINAL
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 58.3 degree
Dynamic Shear, G*/sin(δ) 2.25 kPa
(G*) x sin(δ)= no data

Test 5 of 6

DIME Test ID: 2023-03-21-9-5
Test Method: AASHTO T315-16: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
General Comments for this Test: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 63.2 degree
Dynamic Shear, G*/sin(δ) 3.36 kPa

Test 6 of 6

DIME Test ID: 2023-03-21-9-6
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/30/2023
Date Tested: 04/10/2023
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: 9098293029
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 07:20 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 59 %
Viscosity reading #1 (A) 1.47 Pa-s
Viscosity reading #2 (B) 1.469 Pa-s
Viscosity reading #3 (C) 1.488 Pa-s
Average viscosity 1.476 Pa-s