Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994688 DEA: 070W2904 EFIS: 0721000235
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-101-1.5/10.9
Work Description: DECK METHACRYLATE, JOINT SEAL REPLACEMENT, AC SURFACING, SPALL REPAIR.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT VARIOUS LOCATIONS
Contractor Name: PETERSON-CHASE GENERAL ENGINEERING CONSTRUCTION INC.
Contractor Address: 16351 Construction Circle West, Irvine, CA, 92606
Resident Engineer: Jeanette Vong Structure Rep.: Unknown
DIME Sample ID: 2025-05-01-68
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: 05/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/06/2025
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: All American Asphalt-Irwindale
Performance Grade: PG 64-10
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: 2025-05-01-68-2
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: 06/02/2025
Date Tested: 05/23/2025
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: -0.088 + 0.006 = -0.082
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
|
170.751 grams
|
|
Mass of empty container #2
|
172.223 grams
|
|
Mass of container #1 before test (m1i)
|
205.847 grams
|
|
Mass of container #2 before test (m2i)
|
207.395 grams
|
|
Mass of container #1 after test (m1f)
|
205.816 grams
|
|
Mass of container #2 after test (m2f)
|
207.364 grams
|
|
Average mass change
|
-0.088 percent
|
DIME Test ID: 2025-05-01-68-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/02/2025
Date Tested: 05/23/2025
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: 2025-05-01-68-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/02/2025
Date Tested: 05/23/2025
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
|
7:54 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
100 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
65.3 %
|
|
Viscosity reading #1 (A)
|
0.325 Pa-s
|
|
Viscosity reading #2 (B)
|
0.326 Pa-s
|
|
Viscosity reading #3 (C)
|
0.329 Pa-s
|
|
Average viscosity
|
0.327 Pa-s
|
DIME Test ID: 2025-05-01-68-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 06/02/2025
Date Tested: 05/23/2025
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: 2025-05-01-68-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 06/04/2025
Date Tested: 06/03/2025
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: 2025-05-01-68-8
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 08/21/2025
Date Tested: 08/18/2025
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:
|
Time test started
|
no data HH:MM:SS
|
|
Flags issued by software during test
|
no data
|
|
Correlation coefficient (R²)
|
no data0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
no data0 mN
|
|
Deflection at time 0.0 s
|
no data0 µm
|
|
Load at time 0.5 s
|
no data0 mN
|
|
Deflection at time 0.5 s
|
no data0 µm
|
|
Load at 60.0 s
|
no data0 mN
|
|
Beam deflection 60.0 s
|
no data0 µm
|
|
Measured Stiffness Modulus 60.0 s
|
no data
|
|
Estimated Stiffness Modulus 60.0 s
|
67.509 MPa
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.429
|
DIME Test ID: 2025-05-01-68-9
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: 08/21/2025
Date Tested: 08/16/2025
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)
|
56.6 degree
|
|
(G*) x sin(δ)=
|
2597 kPa
|
DIME Test ID: 2025-05-01-68-3
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: 08/22/2025
Date Tested: 05/23/2025
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)
|
88.9 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.17 kPa
|
DIME Test ID: 2025-05-01-68-4
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: 08/22/2025
Date Tested: 05/23/2025
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)
|
87.3 degree
|
|
Dynamic Shear, G*/sin(δ)
|
2.56 kPa
|