Test 2019-10-25-10-6 (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 Date10/25/2019 Sample Unique Key10
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 testing10/29/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesPSUE 4 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 identification0668A-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 identifier
Structure name
Material Information
Material TypeAggregate Source Identification (SMARA or name of Pit)Vulcan Corona, Pacific Clay Products
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: 2019-10-25-10
DIME Test ID: 2019-10-25-10-6
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: 2020-05-07
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Juan Le Roy
Date of test: 11/08/2019
Clay Level (Test 1): 5.2
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 76
Sand Equivalent (Test 3): 76
Sand Equivalent:76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 05/07/2020