Summary for Test 2025-02-19-38-4

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 209109
DEA: 043G9004
EFIS: 0412000557
COOP: 042513
DIST-CO-RTE-PM04-SON-116,121-46.0/46.7,5.8/R7.4
Award Date07/31/2023
Closeout DateNot set
Work DescriptionMODIFY EXISTING STATE ROUTE 116,121 BONNEAU ROAD INTERSECTION FROM A 4 WAY STOP CONTROLLED INTERSECTION TO A ROUNDABOUT AND SIGNALIZED INTERSECTION.
Location DescriptionSONOMA COUNTY
QA Service Level1 (Verified on 08/15/2022)

Sample Information

Sample Taken Date02/19/2025 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing02/19/2025 Sample typeQuality Assurance
A brief description of the samplePCC The quantity of what the sample constitutes3 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 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)91-49-0032
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 @ PLANT
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: 2025-02-19-38
DIME Test ID: 2025-02-19-38-4
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: 2025-03-13

Test Results


Describe the gradation of the aggregate or the test method:: Mix of sizes - max 1.5 in.
Input Type: Calculated
Tester's full name: Anthony Valdez
Date of test: 02/19/2025
Cleanness value (11/2 in. maximum aggregate mix): 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/13/2025 ✔