Summary for Test 2023-06-19-53-3

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 993844
DEA: 070W1004
EFIS: 0721000043
DIST-CO-RTE-PM07-LA-5-31.8/42.6
Award Date06/28/2022
Closeout DateNot set
Work DescriptionPLACE RUBBERIZED HMA (GAP GRADED)
Location DescriptionLOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING
QA Service Level1 (Verified on 09/20/2022)

Sample Information

Sample Taken Date06/19/2023 Sample Unique Key53
Date that the sample was received by the laboratory/organization performing the testing06/20/2023 Sample typeDepartment Acceptance
A brief description of the sample3/4 RHMA-G The quantity of what the sample constitutes800 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 Sun Valley
Transportation Laboratory (TL) NumberC0619A1 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 sample3/4 RHMA-G The fabricator/manufacturer designation for the sample
The plant numberSun Valley A detailed description of where the material sample was collectedBelt Cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number226108 SVA3 LTR Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-19-53
DIME Test ID: 2023-06-19-53-3
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: 2023-07-19

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: A.Truong
Date of test: 06/20/2023
Clay Level (Test 1): 5.5
Sand Level (Test 1): 3.7
Clay Level (Test 2): 5.4
Sand Level (Test 2): 3.7
Clay Level (Test 3): 5.6
Sand Level (Test 3): 3.8
Sand Equivalent (Test 1): 68
Sand Equivalent (Test 2): 69
Sand Equivalent (Test 3): 68
Sand Equivalent: 69
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/19/2023 ✔