Test 2019-09-14-1-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 212011
DEA: 07252624
EFIS: 0700021272
DIST-CO-RTE-PM07-LA-5-R45.4/R61.2
Work DescriptionREHABILITATE CONCRETE PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES AND AT CASTAIC FROM 0.2 MILE SOUTH OF ROUTE 14/5 SEPARATION TO 0.7 MILE NORTH OF PALOMAS WASH BRIDGE
Sample Information
Sample Taken Date9/14/2019 Sample Unique Key1
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 testing9/18/2019
Sample typeVerification A brief description of the sample3/4 RHMA-G-SP
The quantity of what the sample constitutesPSUE 5 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byAlex Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0540G-19
The fabricator/manufacturer/facility nameAll American Asphalt Corona 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 RHMA-G-SP The fabricator/manufacturer designation for the sample106835
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at All American Irwindale 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: 2019-09-14-1
DIME Test ID: 2019-09-14-1-6
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: 2019-10-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 09/20/2019
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 74
Sand Equivalent (Test 3): 76
Sand Equivalent:76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/07/2019