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Sample Record for 2022-07-08-97

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Project Information

Project ID: 214336 DEA: 07302404 EFIS: 0713000488 QA Service Level: 1
DIST-CO-RTE-PM: 07-VEN-101-37/40
Work Description: PADRE JUAN REHAB
Location Description: VEN 101
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 4820 McGrath Street, Suite 101, Ventura, CA 93003
Resident Engineer: Alfred Ira Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-08-97
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: 07/08/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2022
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: 0522-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite-Santa paula

Material Information

Performance Grade: PG 64-16
Modified: No
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): 5

Test Results

Test 1 of 5

DIME Test ID: 2022-07-08-97-1
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: 08/18/2022
Date Tested: 08/05/2022
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: -0.101+.006=-0.095
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 #1 172.725 grams
Mass of empty container #2 169.579 grams
Mass of container #1 before test (m1i) 207.693 grams
Mass of container #2 before test (m2i) 204.605 grams
Mass of container #1 after test (m1f) 207.658 grams
Mass of container #2 after test (m2f) 204.569 grams
Average mass change -0.101 percent

Test 2 of 5

DIME Test ID: 2022-07-08-97-2
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/18/2022
Date Tested: 08/05/2022
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 7:00 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 61 %
Viscosity reading #1 (A) 0.307 Pa-s
Viscosity reading #2 (B) 0.311 Pa-s
Viscosity reading #3 (C) 0.31 Pa-s
Average viscosity 0.309 Pa-s

Test 3 of 5

DIME Test ID: 2022-07-08-97-3
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/18/2022
Date Tested: 08/05/2022
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 1.018

Test 4 of 5

DIME Test ID: 2022-07-08-97-4
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: 08/18/2022
Date Tested: 08/05/2022
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
Phase Angle (δ) (for the 10 cycles) 89.1 degree
Dynamic Shear, G*/sin(δ) 1.41 kPa
(G*) x sin(δ)= no data

Test 5 of 5

DIME Test ID: 2022-07-08-97-5
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: 08/18/2022
Date Tested: 08/05/2022
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
Test Plate Diameter 25 mm
Phase Angle (δ) (for the 10 cycles) 88.1 degree
Dynamic Shear, G*/sin(δ) 2.63 kPa