Summary for Test 2023-06-19-52-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 213811
DEA: 112T2184
EFIS: 1116000174
DIST-CO-RTE-PM11-SD-5-R38.4/R47.3
Award Date10/29/2018
Closeout Date01/03/2024
Work Description(Alternative Delivery) Construct HOV lanes, soundwalls, culvert rehab, ITS, and bike trail on I-5 . NCC I-5 Highway Improvement.
Location DescriptionIN SAN DIEGO COUNTY IN ENCINITAS AND CARLSBAD FROM SAN ELIJO LAGOON BRIDGE TO 0.3 MILE NORTH OF PALOMAR AIRPORT ROAD OVERCROSSING.
QA Service Level1 (Verified on 12/19/2018)

Sample Information

Sample Taken Date06/19/2023 Sample Unique Key52
Date that the sample was received by the laboratory/organization performing the testing06/19/2023 Sample typeQuality Assurance
A brief description of the sample3/4" HMA PSU The quantity of what the sample constitutes8 boxes 5 bags
From where was the sample collectedSource First name of sampler or witnessed byMARCO
Last name of sampler or witnessed byESTUDILLO Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameVulcan Carroll Canyon
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)91-37-0035
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-06-19-52
DIME Test ID: 2023-06-19-52-4
Testing Lab: CT D11 - District 11 Materials 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: 2023-09-07

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 07/12/2023
Clay Level (Test 1): 6
Sand Level (Test 1): 4.3
Clay Level (Test 2): 5.9
Sand Level (Test 2): 4.2
Clay Level (Test 3): 6
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 72
Sand Equivalent (Test 2): 72
Sand Equivalent (Test 3): 72
Sand Equivalent: 72
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/7/2023 ✔