Summary for Test 2022-12-16-13-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 993116
DEA: 07320004
EFIS: 0716000029
DIST-CO-RTE-PM07-LA-14-R31.4/36.5
Award Date09/08/2021
Closeout Date11/01/2023
Work DescriptionINSTALL WIRED MESH DRAPERY SYSTEM AND SLOPE AND ROADSIDE PAVING.
Location DescriptionLOS ANGELES COUNTY IN SANTA CLARITA FROM CANYON PARK BOULEVARD UNDERCROSSING TO SPRING CANYON ROAD UNDERCROSSING
QA Service Level1 (Verified on 07/12/2021)

Sample Information

Sample Taken Date12/16/2022 Sample Unique Key13
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 testing12/20/2022
Sample typeDepartment Acceptance A brief description of the samplePCC Aggregate
The quantity of what the sample constitutes3 Bags of Aggs From where was the sample collectedSource
First name of sampler or witnessed byAvo Last name of sampler or witnessed byKarajian
Title of samplerTET Telephone number of sampler213-798-6076
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's Ready Mix - Palmedale 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)91-19-0033
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 number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-16-13
DIME Test ID: 2022-12-16-13-1
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: 2022-12-30

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: 12/20/2022
Sieve SizeCumulative Mass RetainedCumulative Percent Passing
506 grams
0.0 grams100 %
22.0 grams96 %
96.0 grams81 %
191.0 grams62 %
286.0 grams43 %
381.0 grams25 %
453.0 grams10 %
483.0 grams5 %
506.0 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/30/2022