Test 2019-06-20-19-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 210569
DEA: 083555V4
EFIS: 0814000086
DIST-CO-RTE-PM08-SBD-15-42.5/46.0
Work DescriptionWIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location DescriptionSAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Sample Information
Sample Taken Date6/20/2019 Sample Unique Key19
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 testing6/26/2019
Sample typeVerification A brief description of the sample1 HMA-A-SP R20
The quantity of what the sample constitutesJMF 18 Bags From where was the sample collectedManufacturer
First name of sampler or witnessed byBlue Diamond Victorville Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0378A-19
The fabricator/manufacturer/facility nameAgcon-Oro Grande, Cemex-White Mountain 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)91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample1 HMA-A-SP R20 The fabricator/manufacturer designation for the sample300222 WM R20
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 Size1 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID
Test Details
DIME Sample ID: 2019-06-20-19
DIME Test ID: 2019-06-20-19-6
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: Larry Diaz
Date of test: 07/01/2019
Clay Level (Test 1): 5.1
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.3
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 75
Sand Equivalent (Test 3): 76
Sand Equivalent:76
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019