Summary for Test 2024-04-11-106-2

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 Date04/11/2024 Sample Unique Key106
Date that the sample was received by the laboratory/organization performing the testing04/11/2024 Sample typeQuality Assurance
A brief description of the sampleSBFL The quantity of what the sample constitutes4 bags
From where was the sample collectedJob Site First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of sampler
Telephone number of sampler Laboratory sample identificationPet-24-148
Linked DIME Sample ID The fabricator/manufacturer/facility nameNative
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)Jobsite material
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 @ PM30.0
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1-1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-11-106
DIME Test ID: 2024-04-11-106-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-09-05

Test Results


Number of tests: 1
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 04/15/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 113
Sand reading (test 1): 19
Sand equivalent (test 1): 17
Sand equivalent before temperature correction: 17
Sand equivalent after temperature correction: 17
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/5/2024 ✔