Summary for Test 2022-09-02-31-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award Date05/04/2021
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date09/02/2022 Sample Unique Key31
Date that the sample was received by the laboratory/organization performing the testing09/02/2022 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 byAnthony
Last name of sampler or witnessed bySmith Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameRiver Ready Mix
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)Canyon Rock
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 number72105093R Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-09-02-31
DIME Test ID: 2022-09-02-31-1
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: 2022-09-07

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: Todd Strait
Date of test: 09/06/2022
Sieve SizeCumulative Percent Passing
100 %
100 %
81 %
43 %
23 %
16 %
6 %
3.1 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 9/7/2022 ✔