Summary for Test 2026-06-04-97-2

Test performed: CTM 217-June 2011

Project Information

Project IdentifiersProject ID: 1002087
DEA: 043AA904
EFIS: 0420000066
DIST-CO-RTE-PM04-MRN-131-1.95
Award DateNot set
Closeout DateNot set
Work Description3AA90 INSTALL SOLDIER PILE AND LAGGING WALL, AND RECONSTRUCT - Hwy 131 PM 1.95
Location DescriptionNot set
QA Service Level1 (Verified on 04/20/2026)

Sample Information

Sample Taken Date06/04/2026 Sample Unique Key97
Date that the sample was received by the laboratory/organization performing the testing06/04/2026 Sample typeAcceptance
A brief description of the sample1 bag of 1/2" aggregate The quantity of what the sample constitutes15 yards
From where was the sample collectedManufacturer First name of sampler or witnessed byCasey
Last name of sampler or witnessed byFarrington Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameShamrock Petaluma
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)Vulcan Landing Way Terminal
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 Vulcan Landing Way Terminal
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: 2026-06-04-97
DIME Test ID: 2026-06-04-97-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 217-June 2011: Method of Test for Sand Equivalent
Test Release Date: 2026-06-05

Test Results


Number of tests: 1
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 06/04/2026
Temperature correction: 0
Temperature of solution: 72
Clay reading (test 1): 5.2
Sand reading (test 1): 4.3
Sand equivalent (test 1): 83
Sand equivalent before temperature correction: 83
Sand equivalent after temperature correction: 83
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2026 ✔