Summary for Test 2022-10-11-42-5

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 994100
DEA: 070Q8804
EFIS: 0721000106
MINOR: 07A5307
DIST-CO-RTE-PM07-LA-164-3.6
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 07/06/2022)

Sample Information

Sample Taken Date10/11/2022 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing10/19/2022 Sample typeVerification
A brief description of the samplePSUE 1/2" RHMA-G-SP 0.5% LAS The quantity of what the sample constitutes4 Bags Combined Agg., 1 Gal. Scrap, 1 Gal. Hi-Natat
From where was the sample collectedManufacturer First name of sampler or witnessed byVulcan
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0697G-22
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Materials- Corona Drum
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-33-0027, 91-33-0073
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number326120 CORD SJR A detailed description of where the material sample was collectedBelt Cut at Vulcan Materials- Corona
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 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-10-11-42
DIME Test ID: 2022-10-11-42-5
Testing Lab: CT D08 - Fontana 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: 2022-12-08

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Zaid A
Date of test: 10/25/2022
Clay Level (Test 1): 6.6
Sand Level (Test 1): 3.8
Clay Level (Test 2): 5.2
Sand Level (Test 2): 3.6
Clay Level (Test 3): 5.5
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 58
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 68
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/8/2022 ✔