Summary for Test 2022-03-02-77-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 214620
DEA: 07309304
EFIS: 0714000281
DIST-CO-RTE-PM07-LA-210,405,605-Various
Award Date03/18/2020
Closeout Date07/26/2022
Work DescriptionREINFORCE STRUCTURAL CONCRETE BRIDGE AND PLACE RHMA SHOULDER PAVING.
Location DescriptionLOS ANGELES COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 04/15/2020)

Sample Information

Sample Taken Date03/02/2022 Sample Unique Key77
Date that the sample was received by the laboratory/organization performing the testing03/02/2022 Sample typeDepartment Acceptance
A brief description of the sampleWCS The quantity of what the sample constitutes40
From where was the sample collectedManufacturer First name of sampler or witnessed byZaid
Last name of sampler or witnessed byAbdelkhaliq Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCemex LA
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)91-19-0023
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 collectedwcs
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 NumberNot set

Test Details

DIME Sample ID: 2022-03-02-77
DIME Test ID: 2022-03-02-77-1
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: 2022-06-01

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: Zaid Abdelkhaliq
Date of test: 02/02/2022
Sieve SizeCumulative Percent Passing
100 %
97 %
81 %
68 %
50 %
27 %
9 %
3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/1/2022 ✔