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Sample Record for 2022-03-08-24

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

Project Information

Project ID: 993222 DEA: 081G5204 EFIS: 0816000020 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-100.9/115.9
Work Description: COLD PLANE AC PAVEMENT & PLACE HMA AND MINOR CONCRETE.
Location Description: SAN BERNARDINO COUNTY IN AND NEAR ADELANTO FROM LOS ANGELES COUNTY LINE TO ROUTE 395
Contractor Name: SULLY - MILLER CONTRACTING COMPANY
Contractor Address: 135 S STATE COLLEGE BLVD. 400, BREA, CA 92821
Resident Engineer: Mauricio Santa Cruz Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-03-08-24
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: 03/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2022
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: 0174-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Blue Diamond Materials-Victorville

Material Information

Performance Grade: PG 58-34 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: 2022-03-08-24-1
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 03/30/2022
Date Tested: 03/23/2022
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 9:50 HH:MM
Test Temperature 135 C
Speed 20 rpm
Spindle size 21 in
Torque 87 %
Viscosity reading #1 (A) 2.18 Pa-s
Viscosity reading #2 (B) 2.187 Pa-s
Viscosity reading #3 (C) 2.193 Pa-s
Average viscosity 2.187 Pa-s

Test 2 of 9

DIME Test ID: 2022-03-08-24-2
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 03/30/2022
Date Tested: 03/23/2022
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? Evaporation
Soluble, percent 0.5 %
Insoluble, percent 99.5 %

Test 3 of 9

DIME Test ID: 2022-03-08-24-3
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 03/30/2022
Date Tested: 03/23/2022
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:
Specific Gravity 1.020

Test 4 of 9

DIME Test ID: 2022-03-08-24-4
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: 03/30/2022
Date Tested: 03/23/2022
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:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 62.7 degree
Dynamic Shear, G*/sin(δ) 4.75 kPa
(G*) x sin(δ)= no data

Test 5 of 9

DIME Test ID: 2022-03-08-24-5
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: 03/30/2022
Date Tested: 03/23/2022
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:
Phase Original binder
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 62.0 degree
Dynamic Shear, G*/sin(δ) 2.98 kPa

Test 6 of 9

DIME Test ID: 2022-03-08-24-6
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: 03/30/2022
Date Tested: 03/23/2022
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 mass change based on one or two containers? Two
Any material loss from containers during heating process/testing? No
Mass of empty container #1 172.984 grams
Mass of empty container #2 167.914 grams
Mass of container #1 before test (m1i) 208.303 grams
Mass of container #2 before test (m2i) 202.706 grams
Mass of container #1 after test (m1f) 208.294 grams
Mass of container #2 after test (m2f) 202.696 grams
Average mass change -0.027 percent

Test 7 of 9

DIME Test ID: 2022-03-08-24-7
Test Method: AASHTO T301-13: Standard Method of Test for Elastic Recovery Test of Asphalt Materials by Means of a Ductilometer
Verified Date: 04/19/2022
Date Tested: 03/29/2022
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:
% Elongation Recovery 88 %

Test 8 of 9

DIME Test ID: 2022-03-08-24-8
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: 04/19/2022
Date Tested: 04/18/2022
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:
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 119.000 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.312

Test 9 of 9

DIME Test ID: 2022-03-08-24-9
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: 04/19/2022
Date Tested: 04/18/2022
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:
Phase PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 42.0 degree
(G*) x sin(δ)= 1390 kPa