Summary for Test 2023-04-28-66-4

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 994405
DEA: 080F5414
EFIS: 0800000137
COOP: 081743
DIST-CO-RTE-PM08-RIV--
Award Date10/12/2022
Closeout DateNot set
Work DescriptionRIV 71/91 FLYOVER
Location DescriptionNot set
QA Service Level2 (Verified on 11/07/2022)

Sample Information

Sample Taken Date04/28/2023 Sample Unique Key66
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 testing04/28/2023
Sample typeQuality Control A brief description of the sampleaggs
The quantity of what the sample constitutes1 per batch From where was the sample collectedFabricator
First name of sampler or witnessed byBrian Last name of sampler or witnessed byHernandez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameRobertson's RM 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) 91-33-0061
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 collectedbelt cut
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-04-28-66
DIME Test ID: 2023-04-28-66-4
Testing Lab: Sequoia Consultants
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-06-20

Test Results


What size aggregate is being tested?: 1 in. x No. 4 - Coarse 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: Jonathan Casanova
Date of test: 05/01/2023
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 97 %
Cumulative percent passing the 3/4 in. sieve: 82 %
Cumulative percent passing the 1/2 in. sieve: 52 %
Cumulative percent passing the 3/8 in. sieve: 37 %
Cumulative percent passing the #4 sieve: 13 %
Cumulative percent passing the #8 sieve: 5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/20/2023