Summary for Test 2023-01-26-102-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 993776
DEA: 040J3004
EFIS: 0413000433
DIST-CO-RTE-PM04-SON-1-26.7/27.1
Award Date07/08/2022
Closeout DateNot set
Work DescriptionCONSTRUCTING RETAINING WALL AND CONFINEMENT SYSTEM TO RESTORE SLIPOUT.
Location DescriptionSONOMA COUNTY NEAR JENNER FROM 0.3 MILE TO 0.7 MILE NORTH OF MEYERS GRADE ROAD
QA Service Level1 (Verified on 05/11/2022)

Sample Information

Sample Taken Date01/26/2023 Sample Unique Key102
Date that the sample was received by the laboratory/organization performing the testing01/26/2023 Sample typeAnnual Source Testing
A brief description of the sampleSand The quantity of what the sample constitutes3 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSyar Healdsburg
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)91-49-0030
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 collectedSyar Healdsburg
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: 2023-01-26-102
DIME Test ID: 2023-01-26-102-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2023-05-04

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Jose Ibarra-Roman
Date of test: 02/02/2023
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.4
Sand reading (test 1): 3.3
Sand equivalent (test 1): 75
Sand equivalent before temperature correction: 75
Sand equivalent after temperature correction: 75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/4/2023 ✔