Test 2020-01-28-6-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 211260
DEA: 072159U4
EFIS: 0715000160
DIST-CO-RTE-PM07-LA,ORA-5-0.0/1.5, 44.3/44.4
Work DescriptionCONSTRUCT HOV LANES AND MIX FLOW LANES.
Location DescriptionLOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
Sample Information
Sample Taken Date1/28/2020 Sample Unique Key6
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 testing1/30/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R21
The quantity of what the sample constitutesPSUE 4 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byJose Last name of sampler or witnessed byIbarra
Title of sampler Laboratory sample identification0121A-20
The fabricator/manufacturer/facility nameVulcan Materials Irwindale 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)91-19-0035
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R21 The fabricator/manufacturer designation for the sample220817A IRW SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan 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: 2020-01-28-6
DIME Test ID: 2020-01-28-6-6
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: 02/01/2020
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.3
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 72
Sand Equivalent:72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020