Summary for Test 2024-02-29-9-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 994109
DEA: 060W1704
EFIS: 0617000103
DIST-CO-RTE-PM06-FRE-41-R27.4/R28.5
Award Date11/10/2022
Closeout DateNot set
Work DescriptionREMOVE AC PAVEMENT, WIDEN TRAVEL WAY, AND CONSTRUCT RETAINING WALL.
Location DescriptionFRESNO COUNTY IN FRESNO FROM 0.1 MILE SOUTH OF ASHLAN AVENUE OVERCROSSING TO SHAW AVENUE OVERCROSSING
QA Service Level1 (Verified on 07/13/2022)

Sample Information

Sample Taken Date02/29/2024 Sample Unique Key9
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing02/29/2024
Sample typeQuality Assurance A brief description of the sampleCon aggs
The quantity of what the sample constitutes27CY From where was the sample collectedSource
First name of sampler or witnessed byJonathon Last name of sampler or witnessed bychaney
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBuilders Sanger Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-10-0010
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 collectedConveyor Belt
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: 2024-02-29-9
DIME Test ID: 2024-02-29-9-3
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2024-03-04

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Tomas Silva
Date of test: 02/29/2024
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4.5
Sand reading (test 1): 3.9
Sand equivalent (test 1): 87
Sand equivalent before temperature correction: 87
Sand equivalent after temperature correction: 87
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/4/2024