Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001156 DEA: 081L9104 EFIS: 0821000038 COOP: 081734
QA Service Level: 2
DIST-CO-RTE-PM: 08-SBD-38-51.9
Work Description: State Highway 38 at Stanfield Cutoff Roundabout
Location Description: Intersection of Stanfield Cutoff and State Highway 38 in the Big Bear area
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Kelsie Cranford Structure Rep.: Unknown
DIME Sample ID: 2026-09-15-72
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: 09/15/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2026
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: Vulcan-Oro Grande
Performance Grade: PG 58-22
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: n/a
Certified Asphalt Supplier: Valero Wilmington Refinery - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: n/a
HMA Supplier Mix ID Number: n/a
DIME Test ID: 2026-09-15-72-3
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: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Phase Angle (δ) (for the 10 cycles)
|
88.2 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.60 kPa
|
DIME Test ID: 2026-09-15-72-4
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: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Phase Angle (δ) (for the 10 cycles)
|
86.0 degree
|
|
Dynamic Shear, G*/sin(δ)
|
3.60 kPa
|
DIME Test ID: 2026-09-15-72-2
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: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
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)
|
211.902 grams
|
|
Mass of container #2 before test (m2i)
|
208.352 grams
|
|
Mass of container #1 after test (m1f)
|
211.664 grams
|
|
Mass of container #2 after test (m2f)
|
208.127 grams
|
|
Average mass change
|
-0.653 percent
|
|
Mass of empty container #1
|
176.738 grams
|
|
Mass of empty container #2
|
173.299 grams
|
|
Mass correction factor
|
0.006
|
DIME Test ID: 2026-09-15-72-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
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
|
99.91 %
|
|
Insoluble, percent
|
0.09 %
|
DIME Test ID: 2026-09-15-72-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
DIME Test ID: 2026-09-15-72-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/13/2026
Date Tested: 09/24/2026
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: (213) 792-4797
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
|
9:13 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
100 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
45.5 %
|
|
Viscosity reading #1 (A)
|
0.226 Pa-s
|
|
Viscosity reading #2 (B)
|
0.228 Pa-s
|
|
Viscosity reading #3 (C)
|
0.23 Pa-s
|
|
Average viscosity
|
0.228 Pa-s
|
DIME Test ID: 2026-09-15-72-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/13/2026
Date Tested: 10/08/2026
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: (213) 792-4797
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)
|
150 cm
|
|
Ductility of sample
|
150 cm
|
DIME Test ID: 2026-09-15-72-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 10/13/2026
Date Tested: 10/12/2026
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: (213) 792-4797
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
|
285.139 MPa
|
|
Estimated m-value 60.0 s
|
0.319
|
|
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: 2026-09-15-72-9
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: 10/13/2026
Date Tested: 10/12/2026
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: (213) 792-4797
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)
|
52.6 degree
|
|
(G*) x sin(δ)=
|
4947 kPa
|
