Summary for Test 2025-04-30-71-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 1000409
DEA: 051S1604
EFIS: 0524000176
DIST-CO-RTE-PM05-MON-1-60
Award DateNot set
Closeout DateNot set
Work DescriptionRocky Creek Slip Out Permanent Restoration Project
Location DescriptionNot set
QA Service Level1 (Verified on 06/26/2024)

Sample Information

Sample Taken Date04/30/2025 Sample Unique Key71
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 testing04/30/2025
Sample typeQuality Control A brief description of the sampleWCS
The quantity of what the sample constitutes1 Day From where was the sample collectedManufacturer
First name of sampler or witnessed byRaul Last name of sampler or witnessed byAtilano
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranitrock 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)91350012
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 collectedPlant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number571957E8SI Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2025-04-30-71
DIME Test ID: 2025-04-30-71-1
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: 2025-06-19

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: 04/30/2025
Sieve SizeCumulative Percent Passing
100 %
99 %
82 %
53 %
32 %
16 %
8 %
5.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/19/2025