Summary for Test 2025-01-11-2-11

Test performed: CTM 204-June 2010

Project Information

Project IdentifiersProject ID: 1000578
DEA: 112N1704
EFIS: 1122000283
DIST-CO-RTE-PM11-SD-805-15.72-28.3
Award Date05/20/2024
Closeout Date06/09/2025
Work DescriptionBridge Preservation
Location DescriptionIn San Diego at various locations from Landis Street Overcrossing to Sorrento Valley Boulevard Undercrossing
QA Service Level1 (Verified on 09/03/2024)

Sample Information

Sample Taken Date01/11/2025 Sample Unique Key2
Date that the sample was received by the laboratory/organization performing the testing01/14/2025 Sample typeQuality Assurance
A brief description of the samplePSU The quantity of what the sample constitutes3 bags
From where was the sample collectedSource First name of sampler or witnessed byDerrick
Last name of sampler or witnessed byMcCovy Title of samplerTET
Telephone number of sampler6193722435 Laboratory sample identification1601-PSU
Linked DIME Sample ID2025-01-11-1 The fabricator/manufacturer/facility nameVulcan Otay
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)Not Provided
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 Number220817 Otay Val

Test Details

DIME Sample ID: 2025-01-11-2
DIME Test ID: 2025-01-11-2-11
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Test Release Date: 2025-01-23

Test Results


The test method used?: Plastic Limit
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 01/23/2025
Weight of oven-dried soil: 10 g
Weight of water content: 0.1 g
Plastic limit (PL): 1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/23/2025 ✔