Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994869 DEA: 073237U4 EFIS: 0720000224
QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-150-13.3/19
Work Description: PLACE HMA (TYPE A) AND COLD PLANE ASPHALT
Location Description: VENTURA COUNTY IN AND NEAR OJAI FROM BURNHAM ROAD TO GORHAM ROAD
Contractor Name: C. A. RASMUSSEN INC.
Contractor Address: 28548 Livingston Ave., Valencia, CA, 91355
Resident Engineer: Denrick Bautista Structure Rep.: Unknown
DIME Sample ID: 2024-09-25-88
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: 09/25/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/27/2024
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-Saticoy
Performance Grade: PG 58-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Lunday Thagard Company-World Oil - South Gate CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
DIME Test ID: 2024-09-25-88-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 10/09/2024
Date Tested: 10/08/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2024-09-25-88-2
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: 10/09/2024
Date Tested: 10/08/2024
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: (909) 829-3029
General Comments for this Test: For Informational purposes only
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers?
|
Two
|
Average mass change
|
0.003 percent
|
DIME Test ID: 2024-09-25-88-3
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: 10/09/2024
Date Tested: 10/08/2024
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: (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)
|
86.7 degree
|
Dynamic Shear, G*/sin(δ)
|
1.42 kPa
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2024-09-25-88-4
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: 10/09/2024
Date Tested: 10/08/2024
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: (909) 829-3029
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)
|
83.0 degree
|
Dynamic Shear, G*/sin(δ)
|
4.02 kPa
|
DIME Test ID: 2024-09-25-88-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 10/09/2024
Date Tested: 10/08/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is viscosity reading in cP/Pa-s?
|
Pa-s
|
Time of test
|
5:42 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
100 rpm
|
Spindle size
|
21 in
|
Torque
|
56.9 %
|
Viscosity reading #1 (A)
|
0.279 Pa-s
|
Viscosity reading #2 (B)
|
0.285 Pa-s
|
Viscosity reading #3 (C)
|
0.289 Pa-s
|
Average viscosity
|
0.284 Pa-s
|
DIME Test ID: 2024-09-25-88-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 10/09/2024
Date Tested: 10/08/2024
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: (909) 829-3029
General Comments for this Test: For informational purposes only
Test Result Compliance: complies
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation?
|
NA
|
Soluble, percent
|
99.7 %
|
Insoluble, percent
|
0.3 %
|
DIME Test ID: 2024-09-25-88-7
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: 11/25/2024
Date Tested: 11/25/2024
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: (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
|
59.175 mPa
|
Estimated Stiffness Modulus 60.0 s
|
no data
|
Difference between stiffness moduli 60.0 s
|
no data
|
Estimated m-value 60.0 s
|
0.311
|
DIME Test ID: 2024-09-25-88-8
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: 11/25/2024
Date Tested: 11/25/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase
|
PAV residue
|
Test Plate Diameter
|
25 mm
|
Phase Angle (δ) (for the 10 cycles)
|
45.9 degree
|
(G*) x sin(δ)=
|
1947 kPa
|
DIME Test ID: 2024-09-25-88-9
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 11/25/2024
Date Tested: 11/25/2024
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: (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
|