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

Sample Record for 2020-06-29-43


Project Information

Project ID: 214731 DEA: 051M0004 EFIS: 0519000047 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION CO. INC. Contractor Address: 398 SUNRISE TERRACE
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-06-29-43
TL Number from the TL Form: 200729d-1
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: 06/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2020
The quantity of what the sample constitutes: 2 cans each #1 test,#2(200729d-2)No Test
A brief description of the sample: PG 64-16
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:

Material Information

Performance Grade: PG 64-16
Modified: No
Lot number: 1
Sublot number: 1

Test Results

Test 1 of 6

DIME Test ID: 2020-06-29-43-1
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: 09/23/2020
Date Tested: 09/01/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Is mass change based on one or two containers? One
Physical changes in material None
Any material loss from containers during heating process/testing? No
Mass of empty container #1 172.820 grams
Mass of container #1 before test (m1i) 207.640 grams
Mass of container #1 after test (m1f) 207.590 grams
Average mass change -0.144 percent

Test Results

Test 2 of 6

DIME Test ID: 2020-06-29-43-2
Test Method: AASHTO T51-13: Standard Method of Test for Ductility of Asphalt Materials (Asphalt Binder)
Verified Date: 09/23/2020
Date Tested: 09/03/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Is a normal test obtainable? Yes
Number of replicates tested One
Ductility of test #1 (D1) 100 cm
Ductility of sample 100 cm
Was test performed on RTFO? Yes

Test Results

Test 3 of 6

DIME Test ID: 2020-06-29-43-3
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: 09/09/2020
Date Tested: 09/02/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test Plate Diameter (mm) 8
Phase PAV residue
Phase Angle (δ) (for the 10 cycles) 50.8 degree
(G*) x sin(δ)= 2053 kPa

Test Results

Test 4 of 6

DIME Test ID: 2020-06-29-43-6
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: 09/09/2020
Date Tested: 08/06/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Minimum test bath temperature at 240 s no data
Maximum test bath temperature at 240 s no data
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 0.0 mN
Beam deflection 60.0 s 0.000 µm
Measured Stiffness Modulus 60.0 s 49.300 mPa
Estimated Stiffness Modulus 60.0 s no data
Difference between stiffness moduli 60.0 s no data
Estimated m-value 60.0 s 0.422

Test Results

Test 5 of 6

DIME Test ID: 2020-06-29-43-7
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: 09/09/2020
Date Tested: 09/02/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test Plate Diameter (mm) 25
Phase Original binder
Phase Angle (δ) (for the 10 cycles) 88.2 degree
Dynamic Shear, G*/sin(δ) 1.33 kPa

Test Results

Test 6 of 6

DIME Test ID: 2020-06-29-43-8
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: 09/09/2020
Date Tested: 09/02/2020
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Blvd
Test General Comments:
Additional Comments When Verified:
Test Plate Diameter (mm) 25
Phase RTFO residue
Phase Angle (δ) (for the 10 cycles) 84.2 degree
Dynamic Shear, G*/sin(δ) 4.90 kPa