Summary for Test 2022-07-26-25-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214573
DEA: 073096U4
EFIS: 0719000091
DIST-CO-RTE-PM07-LA-210-R0.0/R9.7
Award DateNot set
Closeout DateNot set
Work DescriptionPLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level1 (Verified on 06/05/2020)

Sample Information

Sample Taken Date07/26/2022 Sample Unique Key25
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 testing07/26/2022
Sample typeQuality Assurance A brief description of the sample3/8" HMA type A
The quantity of what the sample constitutes100 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byKevin Last name of sampler or witnessed byHopkins
Title of samplerPlant Inspector Telephone number of sampler
Laboratory sample identificationKH201A Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Sun Valley #2 Transportation Laboratory (TL) NumberC072622A
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-19-0021
The fabricator's/manufacturer's product name for the sampleCT Dike Mix 63763-2 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedHMA Hot Bins
Where the material sample would have been placed if not sampledRoadbed Primary Aggregate Nominal Size3/8 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-26-25
DIME Test ID: 2022-07-26-25-2
Testing Lab: CT D07 - Plant Services
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: 2022-08-11

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Kevin Hopkins
Date of test: 07/26/2022
Clay Level (Test 1): 53
Sand Level (Test 1): 36
Clay Level (Test 2): 53
Sand Level (Test 2): 37
Clay Level (Test 3): 52
Sand Level (Test 3): 36
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 70
Sand Equivalent (Test 3): 70
Sand Equivalent: 70
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/11/2022