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Sample Record for 2022-11-03-52

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Project Information

Project ID: 993703 DEA: 070W0404 EFIS: 0721000028 MINOR: 11A3471 QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-90-0.9/T3.3
Work Description: PCC GRINDING, SLAB REPLACEMENT, SLURRY SEAL & COLD PLANE AC PAVEMENT.
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AND CULVER CITY FROM ROUTE 1 TO SLAUSON AVENUE
Contractor Name: AUTOBAHN CONSTRUCTION
Contractor Address: 933 N Batavia St,, Orange, CA 92867
Resident Engineer: Frank Shin Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-11-03-52
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: 11/03/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/07/2022
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: 0725-22
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: Lunday Thagard Company-World Oil - South Gate CA
Multigrade: Yes
Multigrade Type: PG 64-16 / PG 64-10
Asphalt Binder Mix Number:

Test Results

Test 1 of 6

DIME Test ID: 2022-11-03-52-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 11/15/2022
Date Tested: 11/09/2022
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Specific Gravity 1.015

Test 2 of 6

DIME Test ID: 2022-11-03-52-2
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: 11/15/2022
Date Tested: 11/09/2022
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: (909) 829-3029
General Comments for this Test: -0.086 + 0.006 =-0.080
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 #1 167.344 grams
Mass of empty container #2 169.577 grams
Mass of container #1 before test (m1i) 202.377 grams
Mass of container #2 before test (m2i) 204.7 grams
Mass of container #1 after test (m1f) 202.348 grams
Mass of container #2 after test (m2f) 204.669 grams
Average mass change -0.086 percent

Test 3 of 6

DIME Test ID: 2022-11-03-52-3
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: 11/15/2022
Date Tested: 11/09/2022
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: (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) 88.3 degree
Dynamic Shear, G*/sin(δ) 1.24 kPa
(G*) x sin(δ)= no data

Test 4 of 6

DIME Test ID: 2022-11-03-52-4
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: 11/15/2022
Date Tested: 11/09/2022
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: (909) 829-3029
General Comments for this Test: RTFO AGED DSR
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 86.1 degree
Dynamic Shear, G*/sin(δ) 2.92 kPa

Test 5 of 6

DIME Test ID: 2022-11-03-52-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 11/15/2022
Date Tested: 11/09/2022
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: (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 7:17 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 68 %
Viscosity reading #1 (A) 0.34 Pa-s
Viscosity reading #2 (B) 0.343 Pa-s
Viscosity reading #3 (C) 0.345 Pa-s
Average viscosity 0.343 Pa-s

Test 6 of 6

DIME Test ID: 2022-11-03-52-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 11/15/2022
Date Tested: 11/09/2022
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: (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 99.8 %
Insoluble, percent 0.2 %