Print Report | Back to Sample Detail

Sample Record for 2021-11-04-21

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215182 DEA: 08476424 EFIS: 0816000186 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-215,259-4.0/17.8,0.0/1.5
Work Description: INSTALL FIBER OPTIC CABLE SYSTEM.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR SAN BERNARDINO ON ROUTE 215 FROM ROUTE 215/10 SEPARATION TO ROUTE 215/15 SEPARATION AND ON ROUTE 259 FROM ROUTE 259/215 SEPARATION TO ROUTE 259/210 SEPARATION
Contractor Name: ALDRIDGE ELECTRIC, INC.
Contractor Address: 2369 Yates Ave, Commerce Ca. 90040
Resident Engineer: Lawrance Yaacoub Structure Rep.: Ching Chuang

Sample Information

DIME Sample ID: 2021-11-04-21
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: 11/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 11/08/2021
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: 0621-21
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan-Corona Drum

Material Information

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:
Test results on following page(s): 9

Test Results

Test 1 of 9

DIME Test ID: 2021-11-04-21-4
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: 11/16/2021
Date Tested: 11/09/2021
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) 74.5 degree
Dynamic Shear, G*/sin(δ) 1.54 kPa
(G*) x sin(δ)= no data

Test 2 of 9

DIME Test ID: 2021-11-04-21-3
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: 11/16/2021
Date Tested: 11/09/2021
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) 71.2 degree
Dynamic Shear, G*/sin(δ) 2.64 kPa
(G*) x sin(δ)= no data

Test 3 of 9

DIME Test ID: 2021-11-04-21-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 11/16/2021
Date Tested: 11/09/2021
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:
Specific Gravity 1.002

Test 4 of 9

DIME Test ID: 2021-11-04-21-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 11/16/2021
Date Tested: 11/09/2021
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 8:14 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 37 %
Viscosity reading #1 (A) 0.946 Pa-s
Viscosity reading #2 (B) 0.949 Pa-s
Viscosity reading #3 (C) 0.95 Pa-s
Average viscosity 0.948 Pa-s

Test 5 of 9

DIME Test ID: 2021-11-04-21-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 11/16/2021
Date Tested: 11/09/2021
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 99.7 %
Insoluble, percent 0.3 %

Test 6 of 9

DIME Test ID: 2021-11-04-21-2
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: 11/16/2021
Date Tested: 11/09/2021
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? no data
Mass of empty container #1 166.192 grams
Mass of empty container #2 169.379 grams
Mass of container #1 before test (m1i) 200.955 grams
Mass of container #2 before test (m2i) 204.496 grams
Mass of container #1 after test (m1f) 200.938 grams
Mass of container #2 after test (m2f) 204.479 grams
Average mass change -0.049 percent

Test 7 of 9

DIME Test ID: 2021-11-04-21-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 01/26/2022
Date Tested: 11/17/2021
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:
% Elongation Recovery 84 %

Test 8 of 9

DIME Test ID: 2021-11-04-21-8
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: 01/26/2022
Date Tested: 12/23/2021
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) 53.8 degree
(G*) x sin(δ)= 1480 kPa

Test 9 of 9

DIME Test ID: 2021-11-04-21-9
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: 01/26/2022
Date Tested: 12/23/2021
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 164 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.337