Test 2019-07-01-13-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 211650
DEA: 07293504
EFIS: 0713000215
DIST-CO-RTE-PM07-LA-138-58.8/60.2
Work DescriptionWIDEN ROUTE 138 AND CONSTRUCT DRAINAGE FACILITIES.
Location DescriptionLOS ANGELES COUNTY AT PEARBLOSSOM 0.3 MILE WEST OF 121ST STREET TO LONGVIEW ROAD
Sample Information
Sample Taken Date7/1/2019 Sample Unique Key13
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 testing7/5/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSE 5 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Palmdale Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0406A-19
The fabricator/manufacturer/facility nameVulcan Palmdale Quarry 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)Vulcan Palmdale
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample220831 PAL SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at 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: 2019-07-01-13
DIME Test ID: 2019-07-01-13-6
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: 2019-08-22
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 07/08/2019
Clay Level (Test 1): 4.4
Sand Level (Test 1): 4
Clay Level (Test 2): 4.4
Sand Level (Test 2): 4
Clay Level (Test 3): 4.6
Sand Level (Test 3): 4.2
Sand Equivalent (Test 1): 91
Sand Equivalent (Test 2): 91
Sand Equivalent (Test 3): 92
Sand Equivalent:92
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019