Test 2020-06-30-43-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214059
DEA: 042K7504
EFIS: 0417000019
DIST-CO-RTE-PM04-SCL-152-7.6/M10.2
Work DescriptionROADWAY REHAB, CURB RAMPS, SIGNALS, AND STRIPING UPGRADES.
Location DescriptionSANTA CLARA COUNTY IN GILROY FROM 0.3 MILE WEST OF SANTA TERESA BOULEVARD TO ROUTE 101
Sample Information
Sample Taken Date6/30/2020 Sample Unique Key43
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing8/2/2020
Sample typeVerification A brief description of the sample3/8" HMA Aggregate
The quantity of what the sample constitutesJMF 16 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byPurvi Last name of sampler or witnessed byShah
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Construction Company Transportation Laboratory (TL) Number810423
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)91-24-0009
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 collectedHot Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID JMF3513-2020-170
Test Details
DIME Sample ID: 2020-06-30-43
DIME Test ID: 2020-06-30-43-5
Testing Lab: CT D04 - DME / District Lab
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: 2020-07-31
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Babak Kamranimoghaddam
Date of test: 07/08/2020
Clay Level (Test 1): 5
Sand Level (Test 1): 4
Clay Level (Test 2): 5.1
Sand Level (Test 2): 4
Clay Level (Test 3): 5.1
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 80
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 77
Sand Equivalent:79
General comments (publicly viewable) (Max 250 characters):

Test was verified on 07/31/2020