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 Date05/29/2026
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
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
Bid ItemNot set

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 ✔