Test 2019-06-28-3-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213749
DEA: 120C1104
EFIS: 1200000633
DIST-CO-RTE-PM12-ORA-57-20.3/21.6
Work DescriptionWIDEN BRIDGES AND CONSTRUCT RW, SW, HMA, JPCP AND ELECTRICAL SYSTEMS.
Location DescriptionORANGE COUNTY IN BREA FROM 0.6 MILE SOUTH TO 0.7 MILE NORTH OF LAMBERT ROAD UNDERCROSSING
Sample Information
Sample Taken Date6/28/2019 Sample Unique Key3
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 testing6/28/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R15
The quantity of what the sample constitutesJMF 8 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 identification0389A-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 sample220831 CORD 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: 2019-06-28-3
DIME Test ID: 2019-06-28-3-6
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: 07/05/2019
Clay Level (Test 1): 5.6
Sand Level (Test 1): 4
Clay Level (Test 2): 5.7
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.4
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 71
Sand Equivalent:71
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/22/2019