Summary for Test 2022-05-04-27-1

Test performed: AASHTO T315-20

Project Information

Project IdentifiersProject ID: 993169
DEA: 050A0904
EFIS: 0513000028
DIST-CO-RTE-PM05-MON-156-R1.4/R2.0
Award Date12/14/2021
Closeout DateNot set
Work DescriptionWIDEN REINFORCED STRUCTURAL CONCRETE BRIDGE & REPLACE BRIDGE RAILING.
Location DescriptionMONTEREY COUNTY IN AND NEAR CASTROVILLE FROM 0.3 MILE EAST OF ROUTE 156/183 SEPARATION TO 0.2 MILE EAST OF CASTROVILLE BOULEVARD
QA Service Level1 (Verified on 08/17/2021)

Sample Information

Sample Taken Date05/04/2022 Sample Unique Key27
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 testing05/11/2022
Sample typeAcceptance A brief description of the sampleASPHALT BINDER
The quantity of what the sample constitutes1 CAN From where was the sample collectedOther
First name of sampler or witnessed byJ Last name of sampler or witnessed byN
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) NumberC956414
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-10
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: 2022-05-04-27
DIME Test ID: 2022-05-04-27-1
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: 2022-05-19

Test Results


Phase: Original binder
Input Type: Measured
Tester's full name: Eva Torres
Date of test: 05/16/2022
Test Plate Diameter: 25 mm
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.138 kPa
Phase Angle (δ) (for the 10 cycles): 86.0 degree
Complex Modulus (G*) (for the 10 measurements): 1.316 kPa
Test Temperature (Specimen 1): 64.0 C
Dynamic Shear, G*/sin(δ): 1.32 kPa
General comments (publicly viewable) (Max 1000 characters): ORIG

Test was verified on 5/19/2022