Test 2020-07-21-3-6 (AASHTO T176-08) Summary

Project Information
Project IdentifiersProject ID: 212112
DEA: 080C2514
EFIS: 0816000076
COOP: 081645
DIST-CO-RTE-PM08-SBD-10-0.0/13.2
Work DescriptionDesign-Build of I-10 Corridor Contract 1 - Adding 2 new Express Lanes
Location DescriptionLA/SBD County Line to PM 13.2 near I-15
Sample Information
Sample Taken Date7/21/2020 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 testing7/22/2020
Sample typeVerification A brief description of the samplePSUE 1/2" HMA-A-SP R15 0.25% LAS Aggregate and RAP
The quantity of what the sample constitutes4 Bags of Coldfeed Agg. 2 Bags of Rap 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 identification0455A-20
The fabricator/manufacturer/facility nameVulcan Materials 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)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample1/2 HMA-A-SP R15 The fabricator/manufacturer designation for the sample
The plant number324108 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Corona 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: 2020-07-21-3
DIME Test ID: 2020-07-21-3-6
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: 2020-07-29
Test Results

How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Larry Diaz
Date of test: 07/28/2020
Clay Level (Test 1): 6.2
Sand Level (Test 1): 4.1
Clay Level (Test 2): 6
Sand Level (Test 2): 4
Clay Level (Test 3): 5.8
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 67
Sand Equivalent (Test 2): 67
Sand Equivalent (Test 3): 64
Sand Equivalent:66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 07/29/2020