Summary for Test 2025-03-08-7-1

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 Key7
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 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 Size3/8 inch
The concrete mix design numberSL5K450WH Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-03-08-7
DIME Test ID: 2025-03-08-7-1
Testing Lab: CT D07 - Plant Services
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2025-04-03

Test Results


What size aggregate is being tested?: 0.375 in x No. 8 - Coarse 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
1270 grams
0.0 grams100 %
178.0 grams86 %
1080.0 grams15 %
1243.0 grams2 %
1270.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2025