Test 2021-10-15-24-5 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 215188
DEA: 080F5434
EFIS: 0817000239
DIST-CO-RTE-PM08-RIV-I-15,SR-91-6.1-7.6
Work DescriptionI-15 ELC: 15/91 Express Lanes Connector Project (ELC)
Location DescriptionJunction of I-15 and SR-91 in Corona, CA
Sample Information
Sample Taken Date10/15/2021 Sample Unique Key24
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 testing10/22/2021
Sample typeVerification A brief description of the samplePSUE 3/4" HMA-A-SP R15, 0.5% LAS
The quantity of what the sample constitutes4 Bags of Aggregate From where was the sample collectedManufacturer
First name of sampler or witnessed byRJ Noble Corona Last name of sampler or witnessed byQC
Title of sampler Laboratory sample identification0600A-21
The fabricator/manufacturer/facility nameRJ Noble Corona 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)91-33-0014, 91-33-0039
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant numberCHP 68E A detailed description of where the material sample was collectedBelt Cut at Matich Cabazon Plant
Where the material sample would have been placed if not sampledAsphalt Paving Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number JMF Verification ID
Test Details
DIME Sample ID: 2021-10-15-24
DIME Test ID: 2021-10-15-24-5
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: 2021-10-27
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Edmond Jabbour
Date of test: 10/25/2021
Clay Level (Test 1): 5.5
Sand Level (Test 1): 4.1
Clay Level (Test 2): 6
Sand Level (Test 2): 3.8
Clay Level (Test 3): 6.2
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 75
Sand Equivalent (Test 2): 64
Sand Equivalent (Test 3): 62
Sand Equivalent:67
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/27/2021