Print Report | Back to Sample Detail

Sample Record for 2026-09-02-42

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

Project Information

Project ID: 1002614 DEA: 081K6304 EFIS: 0819000083 QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-18-T6.0/9.1
Work Description: CONSTRUCTION ON STATE HIGHWAY IN SAN BERNARDINO COUNTY IN SAN BERNARDINO FROM 29TH STREET TO 0.2 MILE SOUTH OF OLD WATERMAN CANYON ROAD.
Location Description: SAN BERNARDINO COUNTY IN THE CITY OF SAN BERNARDINO ON WATERMAN AVE
Contractor Name: Maneri Traffic Control
Contractor Address: 4949 SECOND STREET, FALLBROOK, CA 92028
Resident Engineer: Shaun Loza Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2026-09-02-42
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: 09/02/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2026
The quantity of what the sample constitutes: 1can
A brief description of the sample: Asphalt Binder Sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MITCH-LYTLE CREEK

Material Information

Performance Grade: PG 64-16
Modified:
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: n/a
Certified Asphalt Supplier: Valero Wilmington Refinery - Wilmington 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): 9

Test Results

Test

DIME Test ID: 2026-09-02-42-3
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: 09/04/2026
Date Tested: 09/04/2026
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) 87.8 degree
Dynamic Shear, G*/sin(δ) 1.23 kPa

Test

DIME Test ID: 2026-09-02-42-4
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: 09/04/2026
Date Tested: 09/04/2026
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) 85.1 degree
Dynamic Shear, G*/sin(δ) 2.99 kPa

Test

DIME Test ID: 2026-09-02-42-6
Test Method: AASHTO T44-23: Standard Method of Test for Solubility of Bituminous Materials
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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 99.92 %
Insoluble, percent 0.08 %

Test

DIME Test ID: 2026-09-02-42-1
Test Method: AASHTO T228-22: Standard Method of Test for Specific Gravity of Semi-Solid Asphalt Materials (Specific Gravity)
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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 1.027

Test

DIME Test ID: 2026-09-02-42-5
Test Method: AASHTO T316-22: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Verified Date: 09/04/2026
Date Tested: 09/04/2026
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 9:55 HH:MM
Test Temperature 135 C
Speed 100 rpm
Spindle size 21 in
Torque 64.9 %
Viscosity reading #1 (A) 0.324 Pa-s
Viscosity reading #2 (B) 0.325 Pa-s
Viscosity reading #3 (C) 0.326 Pa-s
Average viscosity 0.325 Pa-s

Test

DIME Test ID: 2026-09-02-42-2
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: 09/16/2026
Date Tested: 09/04/2026
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) 207.682 grams
Mass of container #2 before test (m2i) 206.91 grams
Mass of container #1 after test (m1f) 207.518 grams
Mass of container #2 after test (m2f) 206.743 grams
Average mass change -0.468 percent
Mass of empty container #1 172.824 grams
Mass of empty container #2 171.924 grams
Mass correction factor 0.006

Test

DIME Test ID: 2026-09-02-42-7
Test Method: AASHTO T51-22: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/16/2026
Date Tested: 09/14/2026
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 a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 150 cm
Ductility of sample 150 cm

Test

DIME Test ID: 2026-09-02-42-8
Test Method: AASHTO T313-2025: Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 09/16/2026
Date Tested: 09/15/2026
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:
Maximum test bath temperature at 240 S 0.0 C
Minimum test bath temperature at 240 S 0.0 C
Estimated Stiffness Modulus 8.0 s 0.000 MPa
Estimated m-value 8.0 s 0.000
Estimated Stiffness Modulus 15.0 s 0.000 MPa
Estimated m-value 15.0 s 0.000
Estimated Stiffness Modulus 30.0 s 0.000 MPa
Estimated m-value 30.0 s 0.000
Estimated Stiffness Modulus 60.0 s 127.102 MPa
Estimated m-value 60.0 s 0.384
Estimated Stiffness Modulus 120.0 s 0.000 MPa
Estimated m-value 120.0 s 0.000
Estimated Stiffness Modulus 240.0 s 0.000 MPa
Estimated m-value 240.0 s 0.000

Test

DIME Test ID: 2026-09-02-42-9
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: 09/16/2026
Date Tested: 09/15/2026
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 PAV residue
Test Plate Diameter 8 mm
Phase Angle (δ) (for the 10 cycles) 53.5 degree
(G*) x sin(δ)= 3801 kPa