Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994426 DEA: 081F9804 EFIS: 0815000087
QA Service Level: 2
DIST-CO-RTE-PM: 08-RIV-215-17.5
Work Description: I-215/Holland Road New BR OC (SOP)
Location Description: City of Menifee
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Mike Mohammadi Structure Rep.: Shukri Abouazra
DIME Sample ID: 2023-03-25-22
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: 03/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 04/14/2023
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: 0205-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Corona Drum
Performance Grade: PG 64-28 M
Modified: Yes
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: 2023-03-25-22-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 04/30/2023
Date Tested: 04/19/2023
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:
DIME Test ID: 2023-03-25-22-2
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: 04/30/2023
Date Tested: 04/19/2023
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: - 0.043 + 0.006 = - 0.037
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
|
167.271 grams
|
|
Mass of empty container #2
|
169.568 grams
|
|
Mass of container #1 before test (m1i)
|
201.920 grams
|
|
Mass of container #2 before test (m2i)
|
204.478 grams
|
|
Mass of container #1 after test (m1f)
|
201.905 grams
|
|
Mass of container #2 after test (m2f)
|
204.463 grams
|
|
Average mass change
|
-0.043 percent
|
DIME Test ID: 2023-03-25-22-3
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: 04/30/2023
Date Tested: 04/19/2023
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: ORIGINAL
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Phase Angle (δ) (for the 10 cycles)
|
60.0 degree
|
|
Dynamic Shear, G*/sin(δ)
|
1.83 kPa
|
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2023-03-25-22-4
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: 04/30/2023
Date Tested: 04/19/2023
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: RTFO
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
RTFO residue
|
|
Test Plate Diameter
|
25 mm
|
|
Phase Angle (δ) (for the 10 cycles)
|
64.9 degree
|
|
Dynamic Shear, G*/sin(δ)
|
2.79 kPa
|
DIME Test ID: 2023-03-25-22-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 04/30/2023
Date Tested: 04/19/2023
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
|
07:20 HH:MM
|
|
Test Temperature
|
135 C
|
|
Speed
|
20 rpm
|
|
Spindle size
|
21 in
|
|
Torque
|
66 %
|
|
Viscosity reading #1 (A)
|
1.654 Pa-s
|
|
Viscosity reading #2 (B)
|
1.655 Pa-s
|
|
Viscosity reading #3 (C)
|
1.664 Pa-s
|
|
Average viscosity
|
1.657 Pa-s
|
DIME Test ID: 2023-03-25-22-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 04/30/2023
Date Tested: 04/19/2023
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
|
99.5 %
|
|
Insoluble, percent
|
0.5 %
|
