Summary for Test 2023-10-27-49-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214135
DEA: 09213404
EFIS: 0900000030
DIST-CO-RTE-PM09-INY-395-29.9/41.8
Award Date10/22/2021
Closeout DateNot set
Work DescriptionROADWAY EXCAVATION, PLACE HMA (TYPE A), AND ALTERNATIVE PIPE CULVERT.
Location DescriptionINYO COUNTY NEAR OLANCHA AND CARTAGO FROM 1.4 MILES SOUTH OF LOS ANGELES AQUEDUCT BRIDGE TO 0.2 MILE SOUTH OF ASH CREEK BRIDGE
QA Service Level1 (Verified on 05/03/2019)

Sample Information

Sample Taken Date10/27/2023 Sample Unique Key49
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 testing11/03/2023
Sample typeDepartment Acceptance A brief description of the sample1x#4 CA & ConSand
The quantity of what the sample constitutes1 Bag of ConAgg & 1 Bag of ConSand From where was the sample collectedSource
First name of sampler or witnessed byDustin Last name of sampler or witnessed byFox
Title of samplerQC Telephone number of sampler
Laboratory sample identificationCA-10-27 Linked DIME Sample ID
The fabricator/manufacturer/facility name7/11 Ridgecrest 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)00-00-0000
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 Samples at Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number750216A6 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-10-27-49
DIME Test ID: 2023-10-27-49-4
Testing Lab: CT D09 - Bishop Field 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: 2023-11-03

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 11/02/2023
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.1
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 76
Sand Equivalent: 76
General comments (publicly viewable) (Max 1000 characters): CA-10-27

Test was verified on 11/3/2023