Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214649 DEA: 07316004 EFIS: 0715000194
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-14-60.70
Work Description: REHABILITATION FOR THE ON/OFF RAMPS AND ADJACENT SHOULDERS. UPGRADING METAL BEAM GUARDRAILS, AC DIKES, SIGN PANELS, CURB RAMPS, TRAFFIC LOOPS DETECTORS, AND SOME OTHER HIGHWAY APPURTENANCES.
Location Description: ROUTE 14 FROM PALMDALE BLVD TO KERN COUNTRY LINE.
Contractor Name: Guy F. Atkinson Construction LLC
Contractor Address: 18201 Von Karman Ave, Suite 800, Irvine, CA 92612
Resident Engineer: James Shih Structure Rep.: Hossein Sabbagh
DIME Sample ID: 2026-06-02-82
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: 06/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2026
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: VALCAN-SUN VALLEY
Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Wilmington Refinery - Wilmington CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type:
HMA Supplier Mix ID Number:
DIME Test ID: 2026-06-02-82-4
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: 07/08/2026
Date Tested: 06/11/2026
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)
|
85.8 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.31 kPa
|
DIME Test ID: 2026-06-02-82-3
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: 07/08/2026
Date Tested: 06/11/2026
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)
|
80.7 degree
|
|
Dynamic Shear, G*/sin(δ)
|
3.93 kPa
|
DIME Test ID: 2026-06-02-82-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 07/08/2026
Date Tested: 06/11/2026
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
|
99.90 %
|
|
Insoluble, percent
|
0.10 %
|
DIME Test ID: 2026-06-02-82-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 07/08/2026
Date Tested: 06/11/2026
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: 2026-06-02-82-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 07/08/2026
Date Tested: 06/11/2026
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
|
10:01 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
100 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
74.2 %
|
|
Viscosity reading #1 (A)
|
0.37 Pa-s
|
|
Viscosity reading #2 (B)
|
0.366 Pa-s
|
|
Viscosity reading #3 (C)
|
0.377 Pa-s
|
|
Average viscosity
|
0.371 Pa-s
|
DIME Test ID: 2026-06-02-82-2
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: 07/08/2026
Date Tested: 06/11/2026
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 data
|
|
Mass of container #1 before test (m1i)
|
212.293 grams
|
|
Mass of container #2 before test (m2i)
|
211.902 grams
|
|
Mass of container #1 after test (m1f)
|
212.13 grams
|
|
Mass of container #2 after test (m2f)
|
211.744 grams
|
|
Average mass change
|
-0.451 percent
|
|
Mass of empty container #1
|
177.214 grams
|
|
Mass of empty container #2
|
176.729 grams
|
|
Mass correction factor
|
0.006
|
DIME Test ID: 2026-06-02-82-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 07/08/2026
Date Tested: 06/18/2026
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)
|
128 cm
|
|
Ductility of sample
|
128 cm
|
DIME Test ID: 2026-06-02-82-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 07/08/2026
Date Tested: 07/07/2026
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
|
78.381 MPa
|
|
Estimated m-value 60.0 s
|
0.373
|
|
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: 2026-06-02-82-9
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: 07/08/2026
Date Tested: 07/07/2026
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)
|
47.3 degree
|
|
(G*) x sin(δ)=
|
2543 kPa
|
