Summary for Test 2023-11-09-56-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 213457
DEA: 11430434
EFIS: 1118000197
DIST-CO-RTE-PM11-SD-8-12.9/14.6,14.9
Award Date07/16/2022
Closeout Date08/21/2025
Work DescriptionHMA, STRUCTURAL BRIDGE, POLYESTER CONC OVERLAY, JPCP, & CONC BARRIER.
Location DescriptionSAN DIEGO COUNTY IN LA MESA AND EL CAJON FROM 0.1 MILE WEST OF GROSSMONT BOULEVARD OVERCROSSING TO WEST MAIN STREET OVERCROSSING AND AT MARSHALL AVENUE OVERHEAD
QA Service Level1 (Verified on 06/22/2018)

Sample Information

Sample Taken Date11/09/2023 Sample Unique Key56
Date that the sample was received by the laboratory/organization performing the testing11/09/2023 Sample typeQuality Control
A brief description of the sample1x4 concrete aggs The quantity of what the sample constitutes90 CY
From where was the sample collectedSupplier First name of sampler or witnessed byBrandon
Last name of sampler or witnessed byPatterson Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Volumetric
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)91-33-0035
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 collectedVolumetric truck
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-11-09-56
DIME Test ID: 2023-11-09-56-2
Testing Lab: Sequoia Consultants
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-11-14

Test Results


Number of tests: 2
Input Type: Calculated
Tester's full name: Hector De La Torre
Date of test: 11/10/2023
Temperature correction: 0
Temperature of solution: 77
Clay reading (test 1): 5.1
Sand reading (test 1): 4.3
Clay reading (test 2): 5.1
Sand reading (test 2): 4.2
Sand equivalent (test 1): 85
Sand equivalent (test 2): 83
Sand equivalent before temperature correction: 84
Sand equivalent after temperature correction: 84
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/14/2023 ✔