Test 2021-09-21-18-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 214665
DEA: 081G5504
EFIS: 0816000035
DIST-CO-RTE-PM08-SBD-40-R28.9
Work DescriptionREPLACE WEIGH-IN-MOTION SYSTEM WITH HIGH SPEED WEIGH-IN-MOTION SYSTEM.
Location DescriptionSAN BERNARDINO COUNTY NEAR NEWBERRY SPRINGS AT 3.6 MILES WEST OF HECTOR ROAD UNDERCROSSING
Sample Information
Sample Taken Date9/21/2021 Sample Unique Key18
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 testing9/23/2021
Sample typeVerification A brief description of the samplePSUE 1/2" RHMA-G-0.6% Evotherm
The quantity of what the sample constitutes3 Bags of Combined Aggregate, 11 Bags of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byJonh Blue Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0544G-21
The fabricator/manufacturer/facility nameBlue Diamond Victorville 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 sample1/2 RHMA-G-SP The fabricator/manufacturer designation for the sample
The plant number300191 A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-09-21-18
DIME Test ID: 2021-09-21-18-5
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: 2021-09-30
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 09/29/2021
Clay Level (Test 1): 5.7
Sand Level (Test 1): 3.9
Clay Level (Test 2): 5.6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 5.9
Sand Level (Test 3): 4
Sand Equivalent (Test 1): 69
Sand Equivalent (Test 2): 68
Sand Equivalent (Test 3): 68
Sand Equivalent:69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/30/2021