Summary for Test 2022-12-21-84-2

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 Date12/21/2022 Sample Unique Key84
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 testing12/23/2022
Sample typeAcceptance A brief description of the sampleClass II Aggregate Base
The quantity of what the sample constitutes2000cy From where was the sample collectedJob Site
First name of sampler or witnessed byJerid Last name of sampler or witnessed byKupelian
Title of samplerConsultant Telephone number of sampler
Laboratory sample identification2900 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFisher Transportation Laboratory (TL) Number09
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)91-14-0003
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 collectedFrom the Roadway after Placed
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 Number

Test Details

DIME Sample ID: 2022-12-21-84
DIME Test ID: 2022-12-21-84-2
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: 2023-02-10

Test Results


How many times will the test be run?: Once
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 02/10/2023
Clay reading: 6.9
Sand reading: 3.4
Sand Equivalent: 50
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/10/2023