Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994328 DEA: 081H0604 EFIS: 0816000130
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-34.3/45.1
Work Description: FIBER OPTIC CABLE SYSTEMS, RHMA, HMA, AND MINOR CONCRETE.
Location Description: RIVERSIDE COUNTY IN AND NEAR HEMET FROM WINCHESTER ROAD TO FAIRVIEW AVENUE
Contractor Name: GRIFFITH COMPANY
Contractor Address: Unknown
Resident Engineer: Omar Sanchez Structure Rep.: Arnel Vega
DIME Sample ID: 2023-09-11-48
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: 09/11/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/14/2023
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: 0473-23
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: All American-Perris
Performance Grade: PG 64-28
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: 2023-09-11-48-1
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 09/19/2023
Date Tested: 09/18/2023
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
|
99.6 %
|
Insoluble, percent
|
0.4 %
|
DIME Test ID: 2023-09-11-48-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 09/19/2023
Date Tested: 09/18/2023
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
|
9:20 HH:MM
|
Test Temperature
|
135 C
|
Speed
|
20 rpm
|
Spindle size
|
21 in
|
Torque
|
62 %
|
Viscosity reading #1 (A)
|
1.556 Pa-s
|
Viscosity reading #2 (B)
|
1.568 Pa-s
|
Viscosity reading #3 (C)
|
1.572 Pa-s
|
Average viscosity
|
1.565 Pa-s
|
DIME Test ID: 2023-09-11-48-3
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: 09/19/2023
Date Tested: 09/18/2023
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)
|
57.3 degree
|
Dynamic Shear, G*/sin(δ)
|
1.98 kPa
|
(G*) x sin(δ)=
|
no data
|
DIME Test ID: 2023-09-11-48-4
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: 09/19/2023
Date Tested: 09/18/2023
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)
|
64.8 degree
|
Dynamic Shear, G*/sin(δ)
|
2.59 kPa
|
DIME Test ID: 2023-09-11-48-5
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 09/19/2023
Date Tested: 09/18/2023
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: not applicable
Additional Comments When Verified:
DIME Test ID: 2023-09-11-48-6
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: 09/19/2023
Date Tested: 09/18/2023
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: - 0.103 + 0.006 = - 0.097
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)
|
205.555 grams
|
Mass of container #2 before test (m2i)
|
208.164 grams
|
Mass of container #1 after test (m1f)
|
205.520 grams
|
Mass of container #2 after test (m2f)
|
208.127 grams
|
Average mass change
|
-0.103 percent
|