Summary for Test 2025-03-08-8-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000245
DEA: 072XN104
EFIS: 0724000222
DIST-CO-RTE-PM07-VEN-150-
Award DateNot set
Closeout DateNot set
Work DescriptionRetaining wall repair due to landslide emergency at Route 150 in Santa Paula.
Location DescriptionRoute 150 in Santa Paula.
QA Service Level1 (Verified on 04/05/2024)

Sample Information

Sample Taken Date03/08/2025 Sample Unique Key8
Date that the sample was received by the laboratory/organization performing the testing03/08/2025 Sample typeAcceptance
A brief description of the sampleAggregate Samples The quantity of what the sample constitutes19 CY
From where was the sample collectedManufacturer First name of sampler or witnessed byAvo
Last name of sampler or witnessed byKarajian Title of samplerPlant Inspector
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAssociated Ready Mix - Oxnard
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)91-19-0054
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 Sizefine
The concrete mix design numberSL5K450WH Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-08-8
DIME Test ID: 2025-03-08-8-1
Testing Lab: CT D07 - Plant Services, Unit 1841
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-03-31

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: Measured
Tester's full name: Avo Karajian
Date of test: 03/10/2025
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
491 grams
0.0 grams100 %
19.0 grams96 %
104.0 grams79 %
179.0 grams64 %
261.0 grams47 %
362.0 grams26 %
437.0 grams11 %
473.0 grams4 %
480.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/31/2025 ✔