Test 2019-12-19-8-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 209694
DEA: 080J0704
EFIS: 0800000282
DIST-CO-RTE-PM08-SBD-215-0.6/1.7
Work Description(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location DescriptionGrade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
Sample Information
Sample Taken Date12/19/2019 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 testing1/7/2020
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 7 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byVulcan Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0102A-20
The fabricator/manufacturer/facility nameVulcan - 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)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample224112 CORD SJR
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona 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: 2019-12-19-8
DIME Test ID: 2019-12-19-8-6
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: 2020-03-17
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Husni Ankir
Date of test: 01/09/2020
Clay Level (Test 1): 5
Sand Level (Test 1): 3.6
Clay Level (Test 2): 5
Sand Level (Test 2): 3.6
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.5
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 72
Sand Equivalent:72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 03/17/2020