Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994190 DEA: 07341604 EFIS: 0717000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-118-13.3/15.6
Work Description: CONSTRUCT NEW MODULAR OFFICE FACILITY.
Location Description: VENTURA COUNTY IN AND NEAR MOORPARK FROM 0.1 MILE EAST OF BALCOM CANYON ROAD TO 0.1 MILE WEST OF MONTAIR DRIVE
Contractor Name: 3SIXTY INNOVATION INC.
Contractor Address: 3555 ROSECRANS ST 114-110, SAN DIEGO CA 92110
Resident Engineer: Seyedomid Barzanji Structure Rep.: Unknown
DIME Sample ID: 2026-05-08-40
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: 05/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/09/2026
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: Granite Santa Paula
Performance Grade: PG 58-16
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:
DIME Test ID: 2026-05-08-40-4
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: 06/17/2026
Date Tested: 05/15/2026
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: (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)
|
88.8 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.80 kPa
|
DIME Test ID: 2026-05-08-40-3
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: 06/17/2026
Date Tested: 05/15/2026
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: (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)
|
3.38 kPa
|
DIME Test ID: 2026-05-08-40-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 06/17/2026
Date Tested: 05/15/2026
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: (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 %
|
DIME Test ID: 2026-05-08-40-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/17/2026
Date Tested: 05/15/2026
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: (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
|
8:39 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
100 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
46.4 %
|
|
Viscosity reading #1 (A)
|
0.23 Pa-s
|
|
Viscosity reading #2 (B)
|
0.231 Pa-s
|
|
Viscosity reading #3 (C)
|
0.236 Pa-s
|
|
Average viscosity
|
0.232 Pa-s
|
DIME Test ID: 2026-05-08-40-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/17/2026
Date Tested: 05/15/2026
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
DIME Test ID: 2026-05-08-40-2
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: 06/17/2026
Date Tested: 05/15/2026
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: (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)
|
203.13 grams
|
|
Mass of container #2 before test (m2i)
|
207.038 grams
|
|
Mass of container #1 after test (m1f)
|
203.125 grams
|
|
Mass of container #2 after test (m2f)
|
207.022 grams
|
|
Average mass change
|
-0.023 percent
|
|
Mass of empty container #1
|
168.204 grams
|
|
Mass of empty container #2
|
171.121 grams
|
|
Mass correction factor
|
0.006
|
DIME Test ID: 2026-05-08-40-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/17/2026
Date Tested: 05/21/2026
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: (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
|
DIME Test ID: 2026-05-08-40-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/17/2026
Date Tested: 06/17/2026
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: (909) 829-3029
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
|
101.367 MPa
|
|
Estimated m-value 60.0 s
|
0.434
|
|
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
|
DIME Test ID: 2026-05-08-40-9
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: 06/30/2026
Date Tested: 06/17/2026
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: (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)
|
58.2 degree
|
|
(G*) x sin(δ)=
|
3490 kPa
|
