Test 2019-04-15-8-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213651
DEA: 08388524
EFIS: 0812000124
DIST-CO-RTE-PM08-SBD-330-32.3/32.6,33.4/33.8
Work DescriptionREPLACE BRIDGE RAILS AND APPROACH RAILS.
Location DescriptionSAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE
Sample Information
Sample Taken Date4/15/2019 Sample Unique Key8
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 testing4/18/2019
Sample typeVerification A brief description of the sample1/2 HMA-A-SP
The quantity of what the sample constitutesJMF 6 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0240A-19
The fabricator/manufacturer/facility nameVulcan - Corona, Pacific Clay Products Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)91-33-0027::CORONA QUARRY
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP The fabricator/manufacturer designation for the sample324108 CORD SJR
The plant numberUnknown A detailed description of where the material sample was collectedManufacturer
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-04-15-8
DIME Test ID: 2019-04-15-8-6
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: 2019-05-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 04/29/2019
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.5
Clay Level (Test 2): 4.7
Sand Level (Test 2): 3.4
Clay Level (Test 3): 4.8
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 73
Sand Equivalent (Test 3): 73
Sand Equivalent:73
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 04/30/2019