Summary for Test 2023-05-15-88-6

Test performed: AASHTO T316-17

Project Information

Project IdentifiersProject ID: 214549
DEA: 081H2904
EFIS: 0817000006
DIST-CO-RTE-PM08-SBD-173-18.7
Award Date08/20/2020
Closeout DateNot set
Work DescriptionSTRUCTURAL CONCRETE SOIL NAIL WALL AND SOLDIER PILE WALL.
Location DescriptionSAN BERNARDINO COUNTY NEAR CEDAR GLEN AT 0.1 MILE SOUTH OF HOSPITAL ROAD
QA Service Level1 (Verified on 01/13/2020)

Sample Information

Sample Taken Date05/15/2023 Sample Unique Key88
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 testing05/18/2023
Sample typePer Request A brief description of the samplePG Asphalt Binder
The quantity of what the sample constitutes1 Quart Can From where was the sample collectedSupplier
First name of sampler or witnessed byLarry/Philip Last name of sampler or witnessed byLarry/Philip
Title of sampler Telephone number of sampler
Laboratory sample identification0262-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA-Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAsphalt Binder Performance GradePG 64-28 M
ModifiedYes Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierSan Joaquin Refinery - Bakersfield CA MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2023-05-15-88
DIME Test ID: 2023-05-15-88-6
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T316-17: Standard Method of Test for Viscosity Determination of Asphalt Binder Using Rotational Viscometer
Test Release Date: 2023-05-27

Test Results


Is viscosity reading in cP/Pa-s?: Pa-s
Input Type: Calculated
Tester's full name: Sm Ali
Date of test: 05/23/2023
Time of test: 6:44 HH:MM
Test Temperature: 135 C
Speed: 20 rpm
Spindle size: 21 in
Torque: 42 %
Viscosity reading #1 (A) : 1 Pa-s
Viscosity reading #2 (B) : 0.999 Pa-s
Viscosity reading #3 (C): 1.201 Pa-s
Average viscosity: 1.067 Pa-s
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/27/2023