Summary for Test 2023-03-23-29-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 215336
DEA: 051G9804
EFIS: 0516000009
DIST-CO-RTE-PM05-SLO-1-10.0/16.8
Award Date12/19/2022
Closeout Date01/26/2026
Work DescriptionRHMA (GAP GRADED), RETAINING WALL, CURB RAMPS AND LIGHTING SYSTEMS.
Location DescriptionSAN LUIS OBISPO COUNTY FROM GRACIA WAY AT OCEANO TO ROUTE 1/101 SEPARATION IN PISMO BEACH.
QA Service Level1 (Verified on 11/18/2020)

Sample Information

Sample Taken Date03/23/2023 Sample Unique Key29
Date that the sample was received by the laboratory/organization performing the testing03/23/2023 Sample typePreliminary
A brief description of the sampleWashed Concrete Sand The quantity of what the sample constitutes1 Stockpile
From where was the sample collectedFabricator First name of sampler or witnessed byIsaac
Last name of sampler or witnessed byGleffe Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPortland Garey
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)91-42-0014
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 collectedStockpile at plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-03-23-29
DIME Test ID: 2023-03-23-29-2
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-10-09

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 03/30/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5
Sand reading (test 1): 4.3
Sand equivalent (test 1): 86
Sand equivalent before temperature correction: 86
Sand equivalent after temperature correction: 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/9/2023 ✔