Summary for Test 2024-04-18-60-2

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 994574
DEA: 050C7334
EFIS: 0518000116
DIST-CO-RTE-PM05-SCR-1-10.5/13.4
Award Date06/29/2023
Closeout DateNot set
Work DescriptionCONSTRUCT OVERCROSSING AND AUXILIARY LANE/ Replace Capitola Ave OC + RWs and SWs
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR CITY OF CAPITOLA FROM STATE PARK DRIVE OVERCROSSING TO 0.2 MILE NORTH OF BAY AVENUE UNDERCROSSING
QA Service Level1 (Verified on 04/13/2023)

Sample Information

Sample Taken Date04/18/2024 Sample Unique Key60
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 testing04/19/2024
Sample typeQuality Control A brief description of the sample3/8 Aggregate
The quantity of what the sample constitutes2 bags From where was the sample collectedSource
First name of sampler or witnessed byJohn Last name of sampler or witnessed byHiner
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Rock 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)91-50-0008
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 Size3/8 inch
The concrete mix design number087722 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2024-04-18-60
DIME Test ID: 2024-04-18-60-2
Testing Lab: Construction Testing Services
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2024-05-09

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: Michael Mahurin
Date of test: 04/22/2024
Cleanness value (11/2 in. maximum aggregate mix): 91
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/9/2024