Test 2021-07-16-48-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214336
DEA: 07302404
EFIS: 0713000488
DIST-CO-RTE-PM07-VEN-101-37/40
Work DescriptionPADRE JUAN REHAB
Location DescriptionVEN 101
Sample Information
Sample Taken Date7/16/2021 Sample Unique Key48
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 testing7/23/2021
Sample typeVerification A brief description of the sampleJMF 3/4" RHMA-G-SP, 0.5% LAS
The quantity of what the sample constitutes6 Bags of Coldfeed Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byEric Last name of sampler or witnessed byWheeler
Title of sampler Laboratory sample identification0422G-21
The fabricator/manufacturer/facility nameGranite 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 or name of Pit)91-36-0046
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP The fabricator/manufacturer designation for the sample
The plant number1556 A detailed description of where the material sample was collectedBelt Cut at Granite Santa Paula Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-07-16-48
DIME Test ID: 2021-07-16-48-5
Testing Lab: CT - Southern Regional 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: 2021-07-29
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/27/2021
Clay Level (Test 1): 5.9
Sand Level (Test 1): 4.4
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 78
Sand Equivalent:76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/29/2021