Summary for Test 2022-01-27-46-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214480
DEA: 07306604
EFIS: 0714000178
DIST-CO-RTE-PM07-LA-213-0.0/8.0
Award Date12/11/2019
Closeout Date10/21/2022
Work DescriptionCONSTRUCT CURB RAMPS,INSTALL PEDESTRIAN SIGNALS & REPAINT CROSSWALKS.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM WEST 25TH STREET TO WEST CARSON STREET
QA Service Level1 (Verified on 08/18/2020)

Sample Information

Sample Taken Date01/27/2022 Sample Unique Key46
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing02/01/2022
Sample typeDepartment Acceptance A brief description of the sample1/2 WMA-A
The quantity of what the sample constitutes16 tons From where was the sample collectedManufacturer
First name of sampler or witnessed byVictor Last name of sampler or witnessed byPham
Title of sampler Telephone number of sampler2137924794
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Sun Valley Transportation Laboratory (TL) Number0127A1
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)91-19-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sampleMix 320914
The plant numberSun Valley A detailed description of where the material sample was collectedBatch Plant Hot Bins
Where the material sample would have been placed if not sampledRoadway Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-01-27-46
DIME Test ID: 2022-01-27-46-3
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: 2022-04-08

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Toledo
Date of test: 02/08/2022
Clay Level (Test 1): 6.6
Sand Level (Test 1): 3.9
Clay Level (Test 2): 7.7
Sand Level (Test 2): 4.1
Clay Level (Test 3): 6.7
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 60
Sand Equivalent (Test 2): 54
Sand Equivalent (Test 3): 60
Sand Equivalent: 58
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/8/2022