Summary for Test 2022-12-23-8-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215304
DEA: 010E0814
EFIS: 0118000172
DIST-CO-RTE-PM01-LAK-20,29,175-Var
Award Date09/20/2021
Closeout DateNot set
Work DescriptionReplace & widen bridges
Location DescriptionLAKE COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 11/04/2020)

Sample Information

Sample Taken Date12/23/2022 Sample Unique Key8
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 testing12/23/2022
Sample typeQuality Control A brief description of the sampleWashed Concrete Sand
The quantity of what the sample constitutes1 Day From where was the sample collectedJob Site
First name of sampler or witnessed byFikra Last name of sampler or witnessed byJahya
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility namePoint Lakeview Rock and Redi-Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)2575
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 collectedStockpile
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number36675MFS Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2022-12-23-8
DIME Test ID: 2022-12-23-8-1
Testing Lab: RMA Group - Rancho Cordova
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2022-12-29

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?: Yes
For Combined Gradation only, use #40 Sieve?: No
Input Type: Calculated
Tester's full name: Todd Strait
Date of test: 12/27/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 92 %
Cumulative percent passing the #16 sieve: 60 %
Cumulative percent passing the #30 sieve: 36 %
Cumulative percent passing the #50 sieve: 14 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 1.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/29/2022