Summary for Test 2025-10-10-75-3

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1000731
DEA: 042Q4404
EFIS: 0419000013
DIST-CO-RTE-PM04-SON-121-6.5,8.4
Award Date04/07/2025
Closeout DateNot set
Work DescriptionREMOVE BR AND AC SURF, CONSTRUCT BR DECK, RAILING AND POLYESTER CONC.
Location DescriptionSONOMA COUNTY NEAR SONOMA AT YELLOW CREEK BRIDGE AND AT ARROYO SECO BRIDGE
QA Service Level1 (Verified on 10/16/2024)

Sample Information

Sample Taken Date10/10/2025 Sample Unique Key75
Date that the sample was received by the laboratory/organization performing the testing10/10/2025 Sample typeQuality Assurance
A brief description of the sample1x4 concrete aggregates The quantity of what the sample constitutes2 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 nameShamrock
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)Orca
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: 2025-10-10-75
DIME Test ID: 2025-10-10-75-3
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2025-11-25

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 10/10/2025
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 4
Sand reading (test 1): 3.8
Sand equivalent (test 1): 95
Sand equivalent before temperature correction: 95
Sand equivalent after temperature correction: 95
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/25/2025 ✔