Summary for Test 2026-06-04-95-2

Test performed: CTM 227-December 2014

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 Key95
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 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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-06-04-95
DIME Test ID: 2026-06-04-95-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2026-06-05

Test Results


Describe the gradation of the aggregate or the test method:: All aggregate is the same size
Input Type: Measured
Tester's full name: Casey Farrington
Date of test: 06/04/2026
Top sediment column reading (single primary size): 0.5 in
Cleanness value (single primary size): 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/5/2026