Summary for Test 2022-07-06-57-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993771
DEA: 07325204
EFIS: 0716000082
DIST-CO-RTE-PM07-LA-210-R36.7/R37.1
Award Date02/15/2022
Closeout Date01/29/2024
Work DescriptionSan Gabriel River Bridge - CM/GC Project - Hinge And Diaphragm Repairs
Location DescriptionLos Angeles County - LOS ANGELES COUNTY IN IRWINDALE FROM 0.2 MILE EAST OF 0.7 MILE WEST OF IRWINDALE AVENUE OVECROSSING
QA Service Level1 (Verified on 04/21/2022)

Sample Information

Sample Taken Date07/06/2022 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing07/12/2022 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA-A The quantity of what the sample constitutes350 tons
From where was the sample collectedManufacturer First name of sampler or witnessed byVictor
Last name of sampler or witnessed byPham Title of sampler
Telephone number of sampler2137924794 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Irwindale
Transportation Laboratory (TL) NumberC0706A1 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)91-19-0035
The fabricator's/manufacturer's product name for the sample220831A IRW LTR The fabricator/manufacturer designation for the samplePavement Overlay
The plant numberIrwindale A detailed description of where the material sample was collectedBelt Discharge
Where the material sample would have been placed if not sampledShoulder Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-06-57
DIME Test ID: 2022-07-06-57-3
Testing Lab: CT D07 - Plant Services, Unit 1841
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: M.Comapas
Date of test: 07/20/2022
Clay Level (Test 1): 4.9
Sand Level (Test 1): 3.7
Clay Level (Test 2): 4.9
Sand Level (Test 2): 3.8
Clay Level (Test 3): 4.9
Sand Level (Test 3): 3.7
Sand Equivalent (Test 1): 76
Sand Equivalent (Test 2): 78
Sand Equivalent (Test 3): 76
Sand Equivalent: 77
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/11/2022 ✔