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Sample Record for 2021-08-31-38

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Project Information

Project ID: 215756 DEA: 074W9304 EFIS: 0720000195 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-105-R0.0/R12.9
Work Description: APPLY SLURRY SEAL TO ROADWAY.
Location Description: LOS ANGELES COUNTY IN EL SEGUNDO AND LYNWOOD FROM CALIFORNIA STREET TO ATLANTIC AVENUE UNDERCROSSING
Contractor Name: CALMEX ENGINEERING, INC.
Contractor Address: 2764 S Vista Ave, Bloomington, CA 92316
Resident Engineer: Jose Ferrer Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-08-31-38
TL Number from the TL Form: C923895
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 08/31/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/08/2021
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: C923895
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Irwindale

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier:
Certified Asphalt Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2021-08-31-38-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 09/10/2021
Date Tested: 09/09/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Specific Gravity 1.028

Test 2 of 6

DIME Test ID: 2021-08-31-38-2
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: 09/10/2021
Date Tested: 09/09/2021
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: 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 #1 167.304 grams
Mass of empty container #2 169.566 grams
Mass of container #1 before test (m1i) 202.389 grams
Mass of container #2 before test (m2i) 204.248 grams
Mass of container #1 after test (m1f) 202.324 grams
Mass of container #2 after test (m2f) 204.178 grams
Average mass change -0.194 percent

Test 3 of 6

DIME Test ID: 2021-08-31-38-3
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: 09/10/2021
Date Tested: 09/09/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 86.0 degree
Dynamic Shear, G*/sin(δ) 1.38 kPa
(G*) x sin(δ)= no data

Test 4 of 6

DIME Test ID: 2021-08-31-38-4
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: 09/10/2021
Date Tested: 09/09/2021
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: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 80.9 degree
Dynamic Shear, G*/sin(δ) 3.86 kPa
(G*) x sin(δ)= no data

Test 5 of 6

DIME Test ID: 2021-08-31-38-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 09/13/2021
Date Tested: 09/09/2021
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: 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 07:05 HH:MM
Test Temperature 135 C
Speed 50 rpm
Spindle size 21 in
Torque 41 %
Viscosity reading #1 (A) 0.409 Pa-s
Viscosity reading #2 (B) 0.41 Pa-s
Viscosity reading #3 (C) 0.418 Pa-s
Average viscosity 0.412 Pa-s

Test 6 of 6

DIME Test ID: 2021-08-31-38-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 09/10/2021
Date Tested: 09/09/2021
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: 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 99.9 %
Insoluble, percent 0.1 %