Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214523 DEA: 07302504 EFIS: 0713000479
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-23-R3.3/R11.5
Work Description: PLACE HMA AND JPCP AND INDIVIDUAL SLAB REPLACEMENT.
Location Description: VENTURA COUNTY FROM ROUTE 101/23 SEPARATION TO NEW LOS ANGELES AVENUE UNDERCROSSING
Contractor Name: SECURITY PAVING COMPANY, INC.
Contractor Address: 3075 Townsgate Road, Suite 200, Westlake Village, CA 91361
Resident Engineer: Alan Davis Structure Rep.: Aziz Maghsoudloo
DIME Sample ID: 2021-10-01-18
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: Per Request
Type of Material: Asphalt Binder
Sample Taken Date: 10/01/2021
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2021
The quantity of what the sample constitutes: 1 Quart Can
A brief description of the sample: PG Asphalt Binder
From where was the sample collected: Supplier
Laboratory sample identification: 0583-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Sun Valley
Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:
DIME Test ID: 2021-10-01-18-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 10/13/2021
Date Tested: 10/13/2021
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:
DIME Test ID: 2021-10-01-18-2
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: 10/13/2021
Date Tested: 10/13/2021
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
|
Any material loss from containers during heating process/testing?
|
Yes
|
Mass of empty container #1
|
167.3 grams
|
Mass of empty container #2
|
170.286 grams
|
Mass of container #1 before test (m1i)
|
202.446 grams
|
Mass of container #2 before test (m2i)
|
205.449 grams
|
Mass of container #1 after test (m1f)
|
202.401 grams
|
Mass of container #2 after test (m2f)
|
205.383 grams
|
Average mass change
|
-0.158 percent
|
DIME Test ID: 2021-10-01-18-3
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: 10/13/2021
Date Tested: 10/13/2021
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)
|
89.3 degree
|
Dynamic Shear, G*/sin(δ)
|
1.32 kPa
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2021-10-01-18-4
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: 10/13/2021
Date Tested: 10/13/2021
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)
|
88.4 degree
|
Dynamic Shear, G*/sin(δ)
|
2.26 kPa
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2021-10-01-18-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/13/2021
Date Tested: 10/13/2021
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
|
06:10 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
100 rpm
|
Spindle size
|
21 in
|
Torque
|
58 %
|
Viscosity reading #1 (A)
|
0.289 Pa-s
|
Viscosity reading #2 (B)
|
0.296 Pa-s
|
Viscosity reading #3 (C)
|
0.295 Pa-s
|
Average viscosity
|
0.293 Pa-s
|
DIME Test ID: 2021-10-01-18-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 10/13/2021
Date Tested: 10/13/2021
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: 2021-10-01-18-7
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 10/16/2021
Date Tested: 10/15/2021
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)
|
90 cm
|
Ductility of sample
|
90 cm
|
DIME Test ID: 2021-10-01-18-8
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 11/10/2021
Date Tested: 10/27/2021
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)
|
63.2 degree
|
(G*) x sin(δ)=
|
2100 kPa
|
DIME Test ID: 2021-10-01-18-9
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 11/10/2021
Date Tested: 10/27/2021
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
|
210 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.372
|