Summary for Test 2022-09-14-29-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993418
DEA: 07324404
EFIS: 0716000077
DIST-CO-RTE-PM07-LA-22-0.0/1.5
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE RHMA-G AND MODIFY SIGNAL AND LIGHTING SYSTEM.
Location DescriptionLOS ANGELES COUNTY IN LONG BEACH FROM ROUTE 1 TO SAN GABRIEL RIVER UNDERCROSSING
QA Service Level1 (Verified on 12/06/2021)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key29
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 testing09/15/2022
Sample typeDepartment Acceptance A brief description of the sample3/4" RHMA-G
The quantity of what the sample constitutes1 Bag of Coldfeed Aggregate From where was the sample collectedSource
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerTET Telephone number of sampler12137986076
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Materials 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)91-19-0052
The fabricator's/manufacturer's product name for the sampleUnited Rock Products Olive Pit Mine The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedColdfeed Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number300072 Lot number1
Sublot number6 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-14-29
DIME Test ID: 2022-09-14-29-2
Testing Lab: CT D07 - Plant Services
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: 2022-09-19

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 09/15/2022
Clay Level (Test 1): 4.9
Sand Level (Test 1): 4
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 77
Sand Equivalent (Test 3): 80
Sand Equivalent: 80
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/19/2022