Test 2020-01-27-21-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214662
DEA: 081G4904
EFIS: 0816000002
DIST-CO-RTE-PM08-RIV-79-26.3/26.4
Work DescriptionCONSTR 2 SDWLKS,6 DRVWYS,CRB/GUTTER & OTHER ADA ITEMS
Location DescriptionIn Hemet between Menlo Ave. and Oakland Ave.
Sample Information
Sample Taken Date1/27/2020 Sample Unique Key21
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 testing1/28/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAll American Perris Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0118A-20
The fabricator/manufacturer/facility nameAll American Asphalt 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)91-33-0005::ALL AMERICAN ASPHALT
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample105927
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Perris Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2020-01-27-21
DIME Test ID: 2020-01-27-21-6
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: 2020-03-17
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Satish Jain
Date of test: 01/31/2020
Clay Level (Test 1): 6.4
Sand Level (Test 1): 3.5
Clay Level (Test 2): 6.7
Sand Level (Test 2): 3.6
Clay Level (Test 3): 6.4
Sand Level (Test 3): 3.4
Sand Equivalent (Test 1): 55
Sand Equivalent (Test 2): 54
Sand Equivalent (Test 3): 54
Sand Equivalent:55
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020