Summary for Test 2024-10-11-67-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 66667
DEA: JMFPP
EFIS: 0019000043
DIST-CO-RTE-PM59---
Award DateNot set
Closeout DateNot set
Work DescriptionSpecial project for submitting Sample information for JMF Prequalification Program.
Location DescriptionNot set
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date10/11/2024 Sample Unique Key67
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 testing09/16/2024
Sample typeVerification A brief description of the sampleRWMA Aggregates
The quantity of what the sample constitutes7 bags From where was the sample collectedSource
First name of sampler or witnessed byBen Last name of sampler or witnessed bySmith
Title of sampler Telephone number of sampler
Laboratory sample identification1201-JMF Linked DIME Sample ID2024-10-11-66
The fabricator/manufacturer/facility nameVulcan Otay Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Not Provided
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 collectedPlnat
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number226110 Otay SJR

Test Details

DIME Sample ID: 2024-10-11-67
DIME Test ID: 2024-10-11-67-4
Testing Lab: CT D11 - District 11 Materials 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: 2024-10-25

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 10/24/2024
Clay Level (Test 1): 7.1
Sand Level (Test 1): 4.1
Clay Level (Test 2): 7.3
Sand Level (Test 2): 4.1
Clay Level (Test 3): 7
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 58
Sand Equivalent (Test 2): 57
Sand Equivalent (Test 3): 60
Sand Equivalent: 59
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/25/2024