Summary for Test 2022-06-06-37-3

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993426
DEA: 061C3604
EFIS: 0621000162
DIST-CO-RTE-PM06-TUL-63-0.0/2.0
Award Date01/27/2022
Closeout Date11/30/2022
Work DescriptionCOLD PLANE AC, PLACE HMA (TYPE A) AND RHMA-G.
Location DescriptionTULARE COUNTY IN AND NEAR TULARE FROM ROUTE 137 TO EAST CARTMILL AVENUE
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date06/06/2022 Sample Unique Key37
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 testing06/15/2022
Sample typeQuality Assurance A brief description of the sample1/2" RHMA, PG64-16 Virgin
The quantity of what the sample constitutes1 Can From where was the sample collectedOther
First name of sampler or witnessed byEric Last name of sampler or witnessed by_
Title of samplerQC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSan Joaquin Refining Co Inc Transportation Laboratory (TL) Number772669
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 number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix NumberNot set

Test Details

DIME Sample ID: 2022-06-06-37
DIME Test ID: 2022-06-06-37-3
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-20: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2022-07-06

Test Results


Phase: PAV residue
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 06/29/2022
Test Plate Diameter: 8 mm
Test Gap: 2 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 1.00 %
Stress Amplitude: 11.398 kPa
Phase Angle (δ) (for the 10 cycles): 56.3 degree
Complex Modulus (G*) (for the 10 measurements): 1139.365 kPa
Test Temperature (Specimen 1): 28.0 C
(G*) x sin(δ)=: 948 kPa
General comments (publicly viewable) (Max 1000 characters): pav

Test was verified on 7/6/2022