Summary for Test 2020-09-21-36-4

Test performed: AASHTO T315-16

Project Information

Project IdentifiersProject ID: 214731
DEA: 051M0004
EFIS: 0519000047
DIST-CO-RTE-PM05-SLO-101-16.5/R21.5
Award Date04/22/2020
Closeout Date08/23/2021
Work DescriptionCOLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location DescriptionSAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
QA Service Level1 (Verified on 05/29/2020)

Sample Information

Sample Taken Date09/21/2020 Sample Unique Key36
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing09/29/2020
Sample typeDepartment Acceptance A brief description of the sample#20 Test, #21(200922E) ,#22(200922E), #23(200924E) No Test
The quantity of what the sample constitutes1 Can From where was the sample collectedSource
First name of sampler or witnessed bySPM Last name of sampler or witnessed byQC
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Garey Plant Transportation Laboratory (TL) Number200921E
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank numberNot set
Time of sampleNot set HMA SupplierNot set
Certified Asphalt SupplierNot set MultigradeNot set
Multigrade TypeNot set Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2020-09-21-36
DIME Test ID: 2020-09-21-36-4
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
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)
Test Release Date: 2020-10-05

Test Results


Phase: RTFO residue
Input Type: Measured
Tester's full name: Doug Ruff
Date of test: 10/05/2020
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 10.00 %
Stress Amplitude: 0.322 kPa
Phase Angle (δ) (for the 10 cycles): 84.8 degree
Complex Modulus (G*) (for the 10 measurements): 3.224 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 3.24 kPa
General comments (publicly viewable) (Max 1000 characters): Per 2018 standard specifications

Test was verified on 10/5/2020