Summary for Test 2022-05-04-65-2

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214493
DEA: 07311704
EFIS: 0715000013
DIST-CO-RTE-PM07-LA-134-0.0/R13.3
Award Date04/16/2020
Closeout Date07/09/2024
Work DescriptionCONCRETE SLAB REPLACEMENT, HMA PAVING, ELECTRICAL AND LANDSCAPE WORK.
Location DescriptionLOS ANGELES COUNTY IN LOS ANGELES, BURBANK, GLENDALE AND PASADENA FROM ROUTE 101/134 SEPARATION TO JUNCTION OF ROUTE 210/710
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date05/04/2022 Sample Unique Key65
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 testing06/10/2022
Sample typeQuality Assurance A brief description of the sample3/4-inch Type A HMA Aggregate (Virgin)
The quantity of what the sample constitutes200 tons From where was the sample collectedSource
First name of sampler or witnessed byGerry Last name of sampler or witnessed byZubieta
Title of samplerTRANSPORTATION ENGINEER CIVIL Telephone number of sampler
Laboratory sample identification6381 Linked DIME Sample ID
The fabricator/manufacturer/facility nameAAA Irwindale Transportation Laboratory (TL) Number924141
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)91-33-0005
The fabricator's/manufacturer's product name for the sample3/4 HMA Type A The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCONVEYOR BELT
Where the material sample would have been placed if not sampledHMA Pavement Primary Aggregate Nominal Size3/4 inch
The concrete mix design number105793 Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-05-04-65
DIME Test ID: 2022-05-04-65-2
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: 2022-09-12

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Gerardo Zubieta
Date of test: 05/10/2022
Clay Level (Test 1): 6.1
Sand Level (Test 1): 3.9
Clay Level (Test 2): 6
Sand Level (Test 2): 3.9
Clay Level (Test 3): 5.7
Sand Level (Test 3): 3.9
Sand Equivalent (Test 1): 64
Sand Equivalent (Test 2): 65
Sand Equivalent (Test 3): 69
Sand Equivalent: 66
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/12/2022