Summary for Test 2023-01-12-46-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Award Date11/17/2020
Closeout Date09/24/2024
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
QA Service Level1 (Verified on 02/26/2021)

Sample Information

Sample Taken Date01/12/2023 Sample Unique Key46
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 testing01/13/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" HMA-A R25
The quantity of what the sample constitutes1 Bags of Coldfeed, 1 Bag of RAP 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 sampler2137985952
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Santa Paula 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)91-19-0046
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 collectedColdfeed Chute
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number1
Sublot number5 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-01-12-46
DIME Test ID: 2023-01-12-46-2
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: 2023-02-06

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Avo Karajian
Date of test: 01/18/2023
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4.5
Clay Level (Test 2): 5.9
Sand Level (Test 2): 4.6
Clay Level (Test 3): 5.5
Sand Level (Test 3): 4.5
Sand Equivalent (Test 1): 81
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 82
Sand Equivalent: 81
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/6/2023