Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 215349 DEA: 081C0824 EFIS: 0816000087
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R104.9/R134.2
Work Description: PLACE HMA (TYPE A), JPCP AND IMPORTED BORROW.
Location Description: RIVERSIDE COUNTY FROM ROUTE 10/177 SEPARATION TO 1.1 MILES WEST OF WILEY'S WELL RD OC
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 1302 W DRIVERS WAY, TEMPE, AZ. 85284
Resident Engineer: Khoi Vu Structure Rep.: Shukri Abouazra
DIME Sample ID: 2023-11-01-129
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: 11/01/2023
Date that the sample was received by the laboratory/organization performing the testing: 11/06/2023
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: Fisher Sand and Gravel Tempe
Performance Grade: PG 58-34 M
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Holly Frontier Asphalt Company - Glendale AZ
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2023-11-01-129-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
DIME Test ID: 2023-11-01-129-2
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: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
General Comments for this Test: -0.226 + 0.006 = -0.220
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
|
170.720 grams
|
|
Mass of empty container #2
|
172.894 grams
|
|
Mass of container #1 before test (m1i)
|
205.773 grams
|
|
Mass of container #2 before test (m2i)
|
207.807 grams
|
|
Mass of container #1 after test (m1f)
|
205.696 grams
|
|
Mass of container #2 after test (m2f)
|
207.726 grams
|
|
Average mass change
|
-0.226 percent
|
DIME Test ID: 2023-11-01-129-3
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: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Phase Angle (δ) (for the 10 cycles)
|
67.1 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.56 kPa
|
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2023-11-01-129-4
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: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
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)
|
65.4 degree
|
|
Dynamic Shear, G*/sin(δ)
|
3.32 kPa
|
DIME Test ID: 2023-11-01-129-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
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
|
99.8 %
|
|
Insoluble, percent
|
0.2 %
|
DIME Test ID: 2023-11-01-129-7
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 02/01/2024
Date Tested: 01/26/2024
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: 9098293029
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
|
7:52 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
50 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
65.5 %
|
|
Viscosity reading #1 (A)
|
0.654 Pa-s
|
|
Viscosity reading #2 (B)
|
0.658 Pa-s
|
|
Viscosity reading #3 (C)
|
0.652 Pa-s
|
|
Average viscosity
|
0.655 Pa-s
|
DIME Test ID: 2023-11-01-129-8
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 03/27/2024
Date Tested: 03/22/2024
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
% Elongation Recovery
|
84 %
|
DIME Test ID: 2023-11-01-129-9
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: 03/27/2024
Date Tested: 03/22/2024
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: 9098293029
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)
|
0
|
|
Regression coefficient a
|
no data
|
|
Regression coefficient b
|
no data
|
|
Regression coefficient c
|
no data
|
|
Load at time 0.0
|
0.0 mN
|
|
Deflection at time 0.0 s
|
0.000 µm
|
|
Load at time 0.5 s
|
0.0 mN
|
|
Deflection at time 0.5 s
|
0.000 µm
|
|
Load at 60.0 s
|
0.0 mN
|
|
Beam deflection 60.0 s
|
0.000 µm
|
|
Measured Stiffness Modulus 60.0 s
|
181.245 mPa
|
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
|
Difference between stiffness moduli 60.0 s
|
no data
|
|
Estimated m-value 60.0 s
|
0.318
|
DIME Test ID: 2023-11-01-129-10
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 03/27/2024
Date Tested: 03/22/2024
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: 9098293029
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)
|
46.9 degree
|
|
(G*) x sin(δ)=
|
3836 kPa
|
