Summary for Test 2023-02-07-37-4

Test performed: CTM 227-December 2014

Project Information

Project IdentifiersProject ID: 215753
DEA: 050N72U4
EFIS: 0520000169
DIST-CO-RTE-PM05-SB-101-4.4/R7.7
Award Date03/01/2021
Closeout DateNot set
Work DescriptionPlease cc Office Engineer Ni Nyoman Paul on reports sent to RE and SR. Construct High Occupancy Vehicle (HOV) lanes on U.S. Route 101 and rehabilitation - Segment 4B.
Location Description101 freeway in Summerland, CA
QA Service Level1 (Verified on 05/06/2021)

Sample Information

Sample Taken Date02/07/2023 Sample Unique Key37
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 testing02/07/2023
Sample typeQuality Assurance A brief description of the sampleCRCP Aggregates
The quantity of what the sample constitutes450 CY From where was the sample collectedSupplier
First name of sampler or witnessed byDorell Last name of sampler or witnessed byHarper
Title of sampler Telephone number of sampler6692889248
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranites Portable Plant 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)91-42-0006
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 Size3/4 inch
The concrete mix design number213R Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-07-37
DIME Test ID: 2023-02-07-37-4
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 227-December 2014: Method of Test for Evaluating Cleanness of Coarse Aggregate (Cleanness)
Test Release Date: 2023-02-15

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: Dorell Harper
Date of test: 02/07/2023
Cleanness value (11/2 in. maximum aggregate mix): 86
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/15/2023