Summary for Test 2025-06-02-44-2

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000199
DEA: 050N7054
EFIS: 0518000111
DIST-CO-RTE-PM05-SB-101-10.4/11.1
Award Date07/23/2024
Closeout DateNot set
Work DescriptionSouth Coast 101 HOV Lanes Project 4E South- Santa Barbara
Location DescriptionNot set
QA Service Level1 (Verified on 08/14/2024)

Sample Information

Sample Taken Date06/02/2025 Sample Unique Key44
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 testing06/02/2025
Sample typeQuality Assurance A brief description of the sample1 x 4 PCC Aggregate
The quantity of what the sample constitutes350 From where was the sample collectedSupplier
First name of sampler or witnessed byEduardo Last name of sampler or witnessed byGomez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namegranite 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)91-42-0006
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 Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-06-02-44
DIME Test ID: 2025-06-02-44-2
Testing Lab: CT D05 - Carpinteria Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-06-09

Test Results


What size aggregate is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
For Combined Gradation only, has the fine aggregate sample been reduced?: No
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Eduardo Gomez
Date of test: 06/02/2025
Sieve SizeCumulative Percent Passing
100 %
99 %
83 %
64 %
38 %
17 %
7 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/9/2025