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Sample Record for 2022-06-13-26

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Project Information

Project ID: 213707 DEA: 081C38U4 EFIS: 0817000196 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-6.7/R25.1
Work Description: Remove concrete pavement and base, and place HMA and JPCP
Location Description: ROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
Contractor Name: Coffman Specialties
Contractor Address: 9685 Via Excelencia, San Diego, CA 92126
Resident Engineer: Elvira Lenart Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-06-13-26
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: 06/13/2022
Date that the sample was received by the laboratory/organization performing the testing: 06/15/2022
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: 0367-22
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CCA-Coachella

Material Information

Performance Grade: PG 58-34 M
Modified: Yes
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: 2022-06-13-26-1
Test Method: AASHTO T228-09r13: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 06/21/2022
Date Tested: 06/16/2022
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 1.006

Test 2 of 6

DIME Test ID: 2022-06-13-26-2
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: 06/21/2022
Date Tested: 06/16/2022
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 #1 167.307 grams
Mass of empty container #2 169.579 grams
Mass of container #1 before test (m1i) 202.504 grams
Mass of container #2 before test (m2i) 204.569 grams
Mass of container #1 after test (m1f) 202.310 grams
Mass of container #2 after test (m2f) 204.380 grams
Average mass change -0.546 percent

Test 3 of 6

DIME Test ID: 2022-06-13-26-3
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: 06/21/2022
Date Tested: 06/16/2022
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) 63.5 degree
Dynamic Shear, G*/sin(δ) 2.96 kPa
(G*) x sin(δ)= no data

Test 4 of 6

DIME Test ID: 2022-06-13-26-4
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: 06/21/2022
Date Tested: 06/16/2022
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) 58.4 degree
Dynamic Shear, G*/sin(δ) 8.22 kPa

Test 5 of 6

DIME Test ID: 2022-06-13-26-5
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 06/21/2022
Date Tested: 06/16/2022
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 8:32 HH:MM
Test Temperature 135 C
Speed 50 rpm
Spindle size 21 in
Torque 66 %
Viscosity reading #1 (A) 0.657 Pa-s
Viscosity reading #2 (B) 0.658 Pa-s
Viscosity reading #3 (C) 0.665 Pa-s
Average viscosity 0.66 Pa-s

Test 6 of 6

DIME Test ID: 2022-06-13-26-6
Test Method: AASHTO T44-18: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 06/21/2022
Date Tested: 06/16/2022
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? Distillation
Soluble, percent 99.9 %
Insoluble, percent 0.1 %