Test 2019-06-26-8-1 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 213551
DEA: 080K2934
EFIS: 0812000100
DIST-CO-RTE-PM08-SBD-10-R36.8/R39.2
Work DescriptionPAVEMENT REHABILITATION AND CONTINUOUSLY REINFORCED CONCRETE PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN YUCAIPA FROM 0.2 MILE WEST OF LIVE OAK CANYON ROAD TO COUNTY LINE ROAD UNDERCROSSING
Sample Information
Sample Taken Date6/26/2019 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 testing6/26/2019
Sample typeVerification A brief description of the sample3/4 HMA-A-SP R12
The quantity of what the sample constitutesPSE 11 bags From where was the sample collectedManufacturer
First name of sampler or witnessed byMatich Lytle Creek Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0365A-19
The fabricator/manufacturer/facility nameMatich-Lytle Creek 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)91-36-0040::LYTLE CREEK
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleLHP-62D
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: 2019-06-26-8
DIME Test ID: 2019-06-26-8-1
Testing Lab: CT D08 - Fontana Field Testing 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: 2019-07-01
Test Results

How many times will the test be run?: 3 Times
Input Type: Calculated
Tester's full name: I. NAJJAR
Date of test: 06/26/2019
Sand Equivalent (Test 1): 71
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 73
Sand Equivalent:72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/01/2019