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Sample Record for 2026-08-27-26

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

Project Information

Project ID: 1002294 DEA: 07364904 EFIS: 0719000171 QA Service Level: 1
DIST-CO-RTE-PM: 07-UNKNOWN--unknown
Work Description:
Location Description:
Contractor Name: C .A. Rasmussen, Inc.
Contractor Address: Unknown
Resident Engineer: Fady Magdalla Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-08-27-26
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: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 08/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2026
The quantity of what the sample constitutes: 1can
A brief description of the sample: JMF verification sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite-Big Rock

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: n/a
Certified Asphalt Supplier: San Joaquin Refinery - Bakersfield CA
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: n/a
HMA Supplier Mix ID Number: n/a
Test results on following page(s): 6

Test Results

Test

DIME Test ID: 2026-08-27-26-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Specific Gravity 1.019

Test

DIME Test ID: 2026-08-27-26-2
Test Method: AASHTO T240-23: Standard Method of Test for Effect of Heat and Air on a Moving Film of Asphalt Binder (Rolling Thin-Film Oven Test)
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is mass change based on one or two containers? Two
Is mass change correction factor needed? Yes
Any material loss from containers during heating process/testing? No
Mass of container #1 before test (m1i) 203.379 grams
Mass of container #2 before test (m2i) 202.522 grams
Mass of container #1 after test (m1f) 203.321 grams
Mass of container #2 after test (m2f) 202.463 grams
Average mass change -0.161 percent
Mass of empty container #1 168.213 grams
Mass of empty container #2 167.469 grams
Mass correction factor 0.006

Test

DIME Test ID: 2026-08-27-26-3
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 86.4 degree
Dynamic Shear, G*/sin(δ) 1.76 kPa

Test

DIME Test ID: 2026-08-27-26-4
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 93.1 degree
Dynamic Shear, G*/sin(δ) 4.36 kPa

Test

DIME Test ID: 2026-08-27-26-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
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 8:59 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 82 %
Viscosity reading #1 (A) 0.407 Pa-s
Viscosity reading #2 (B) 0.41 Pa-s
Viscosity reading #3 (C) 0.414 Pa-s
Average viscosity 0.41 Pa-s

Test

DIME Test ID: 2026-08-27-26-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 08/31/2026
Date Tested: 08/28/2026
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: (213) 792-4797
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
Was test performed on residue from distillation or evaporation? NA
Soluble, percent 99.82 %
Insoluble, percent 0.18 %