Print Report | Back to Sample Detail

Sample Record for 2021-05-20-21

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

Project Information

Project ID: 215325 DEA: 101J1704 EFIS: 1018000179 QA Service Level: 1
DIST-CO-RTE-PM: 10-AMA-88-32.3/38.0
Work Description: HMA, TRAFFIC STRIPING, COLD PLANE AC AND RUMBLE STRIP.
Location Description: AMADOR COUNTY AT AND NEAR BARTON FROM 0.4 MILE WEST OF SILVER DRIVE TO 0.2 MILE WEST OF SHAKE RIDGE ROAD
Contractor Name: GEORGE REED , INC.
Contractor Address: 140 EMPIRE AVE, MODESTO CA 95354
Resident Engineer: Iqbal Aulakh Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2021-05-20-21
TL Number from the TL Form: c034721
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Acceptance
Type of Material: Asphalt Binder
Sample Taken Date: 05/20/2021
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2021
The quantity of what the sample constitutes: 1 of 1 can
A brief description of the sample: PG64-28M
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed - Clements Plant

Material Information

Performance Grade: PG 64-28 M
Modified: Yes
Lot number: 1
Sublot number: 1
Tank number:
Time of sample:
HMA Supplier: George Reed - Clements
Asphalt Binder Supplier: Valero Marketing & Supply - Benicia CA
Multigrade: No
Multigrade Type:

Test Results

Test 1 of 6

DIME Test ID: 2021-05-20-21-1
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: 06/11/2021
Date Tested: 06/07/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: per standard specifications
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 #1 178.139 grams
Mass of empty container #2 170.501 grams
Mass of container #1 before test (m1i) 213.239 grams
Mass of container #2 before test (m2i) 205.645 grams
Mass of container #1 after test (m1f) 212.936 grams
Mass of container #2 after test (m2f) 205.343 grams
Average mass change -0.861 percent

Test 2 of 6

DIME Test ID: 2021-05-20-21-2
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: 06/11/2021
Date Tested: 06/07/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: ORG
Test Result Compliance: complies
Additional Comments When Verified:
Phase Original binder
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 12.00 %
Stress Amplitude 0.233 kPa
Phase Angle (δ) (for the 10 cycles) 65.8 degree
Complex Modulus (G*) (for the 10 measurements) 1.941 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 2.13 kPa

Test 3 of 6

DIME Test ID: 2021-05-20-21-3
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: 06/11/2021
Date Tested: 06/07/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: RTFO
Test Result Compliance:
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.748 kPa
Phase Angle (δ) (for the 10 cycles) 58.6 degree
Complex Modulus (G*) (for the 10 measurements) 7.484 kPa
Test Temperature 64.0 C
Dynamic Shear, G*/sin(δ) 8.77 kPa

Test 4 of 6

DIME Test ID: 2021-05-20-21-4
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: 06/11/2021
Date Tested: 06/07/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: G*/Sin (delta) at 2.2 kPa is 60.9 degree estimated, < 80 max per spec.
Test Result Compliance: complies
Additional Comments When Verified:
Phase RTFO residue
Test Plate Diameter 25 mm
Test Gap 1 mm
Test Frequency 10.0 rad/s
Strain Amplitude 10.00 %
Stress Amplitude 0.432 kPa
Phase Angle (δ) (for the 10 cycles) 59.9 degree
Complex Modulus (G*) (for the 10 measurements) 4.317 kPa
Test Temperature 70.0 C
Dynamic Shear, G*/sin(δ) 4.99 kPa

Test 5 of 6

DIME Test ID: 2021-05-20-21-5
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: 06/11/2021
Date Tested: 06/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test: PAV
Test Result Compliance: complies
Additional Comments When Verified:
Phase PAV residue
Test Plate Diameter 8 mm
Test Gap 2 mm
Test Frequency 10.0 rad/s
Strain Amplitude 1.00 %
Stress Amplitude 33.948 kPa
Phase Angle (δ) (for the 10 cycles) 39.1 degree
Complex Modulus (G*) (for the 10 measurements) 3393.887 kPa
Test Temperature 22.0 C
(G*) x sin(δ)= 2140 kPa

Test 6 of 6

DIME Test ID: 2021-05-20-21-6
Test Method: AASHTO T313-19: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Verified Date: 06/11/2021
Date Tested: 06/09/2021
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Minimum test bath temperature at 240 s -18.0 C
Maximum test bath temperature at 240 s -18.0 C
Time of test load application no data HH:MM:SS
File name of test data no data
Time beam in bath no data
Time test started no data HH:MM:SS
Flags issued by software during test no data
Correlation coefficient (R²) 0
Regression coefficient a no data
Regression coefficient b no data
Regression coefficient c no data
Load at time 0.0 0.0 mN
Deflection at time 0.0 s 0.000 µm
Load at time 0.5 s 0.0 mN
Deflection at time 0.5 s 0.000 µm
Load at 60.0 s 963.0 mN
Beam deflection 60.0 s 0.887 µm
Measured Stiffness Modulus 60.0 s 87.500 mPa
Estimated Stiffness Modulus 60.0 s 87.600 mPa
Difference between stiffness moduli 60.0 s 0.11 %
Estimated m-value 60.0 s 0.324

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.