Print Report | Back to Sample Detail

Sample Record for 2024-11-05-30

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

Project Information

Project ID: 1000368 DEA: 081J4704 EFIS: 0818000055 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R87.9,R91.0
Work Description: PARTIALLY GROUTED RSP, STRUCTURE EXCAVATION AND ROADWAY EXCAVATION.
Location Description: RIVERSIDE COUNTY NEAR CHIRIACO SUMMIT AT THREE STAR DITCH BRIDGE AND AT DETERMINATION DITCH BRIDGE
Contractor Name: GRIFFITH COMPANY
Contractor Address: 3050 BIRCH STREET, BREA, CA 92821
Resident Engineer: Peter Koury Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-11-05-30
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: 11/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2024
The quantity of what the sample constitutes: 1can
A brief description of the sample: JMF Verification
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite-Desert Hot Springs

Material Information

Performance Grade: PG 64-16
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

Test 1 of 8

DIME Test ID: 2024-11-05-30-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 11/13/2024
Date Tested: 11/12/2024
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: For informational purposes only.
Test Result Compliance: not applicable
Additional Comments When Verified:
Specific Gravity 1.027

Test 2 of 8

DIME Test ID: 2024-11-05-30-2
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: 11/13/2024
Date Tested: 11/13/2024
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: For informational purposes only
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Average mass change -0.186 percent

Test 3 of 8

DIME Test ID: 2024-11-05-30-3
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: 11/13/2024
Date Tested: 11/13/2024
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) 86.4 degree
Dynamic Shear, G*/sin(δ) 1.47 kPa
(G*) x sin(δ)= no data

Test 4 of 8

DIME Test ID: 2024-11-05-30-4
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: 11/13/2024
Date Tested: 11/13/2024
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
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 82.1 degree
Dynamic Shear, G*/sin(δ) 3.84 kPa

Test 5 of 8

DIME Test ID: 2024-11-05-30-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 11/13/2024
Date Tested: 11/12/2024
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: For informational purposes only.
Test Result Compliance: complies
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s? Pa-s
Time of test 09:05 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 84.4 %
Viscosity reading #1 (A) 0.419 Pa-s
Viscosity reading #2 (B) 0.424 Pa-s
Viscosity reading #3 (C) 0.421 Pa-s
Average viscosity 0.421 Pa-s

Test 6 of 8

DIME Test ID: 2024-11-05-30-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 11/13/2024
Date Tested: 11/12/2024
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: For informational purposes only.
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 7 of 8

DIME Test ID: 2024-11-05-30-8
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 12/09/2024
Date Tested: 12/09/2024
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 25 mm
Phase Angle (δ) (for the 10 cycles) 49.0 degree
(G*) x sin(δ)= 2858 kPa

Test 8 of 8

DIME Test ID: 2024-11-05-30-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 12/09/2024
Date Tested: 12/09/2024
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

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-11-05-30-7AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)12/09/202412/06/2024Sunday AgudeCT D08 - Fontana Southern Regional LaboratorySm Ali