Summary for Test 2023-04-24-20-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993845
DEA: 081J3604
EFIS: 0818000028
DIST-CO-RTE-PM08-SBD-215-13.9
Award Date06/27/2022
Closeout Date12/18/2023
Work DescriptionMODIFYING SIGNAL AND LIGHTING SYSTEMS, HMA AND TRAFFIC CONTROL SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY IN SAN BERNARDINO AT PALM AVENUE UNDERCROSSING
QA Service Level1 (Verified on 08/02/2023)

Sample Information

Sample Taken Date04/24/2023 Sample Unique Key20
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 testing04/26/2023
Sample typeVerification A brief description of the samplePSUE 3/4" RHMA-G-SP 0.5% LAS
The quantity of what the sample constitutes2 Bags Of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byCapacete
Title of sampler Telephone number of sampler
Laboratory sample identification0216G-23 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAll American Asphalt- Corona Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0005
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedBelt Cut at All American Corona Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number106835 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-24-20
DIME Test ID: 2023-04-24-20-5
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2023-08-03

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid Khaliq
Date of test: 04/29/2023
Clay Level (Test 1): 5.4
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 73
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 70
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/3/2023