Summary for Test 2023-09-05-75-1

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 215425
DEA: 06360244
EFIS: 0613000005
DIST-CO-RTE-PM06-TUL-99-30.6/35.2
Award Date04/23/2021
Closeout DateNot set
Work DescriptionWiden Freeway & Bridge Construction (Concrete Bridge)
Location DescriptionNot set
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date09/05/2023 Sample Unique Key75
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 testing09/05/2023
Sample typeDepartment Acceptance A brief description of the sampleClass 2 Aggregate Base
The quantity of what the sample constitutes0-500 Ton From where was the sample collectedJob Site
First name of sampler or witnessed byDoug Last name of sampler or witnessed byRuff
Title of samplerConsultant Tester Telephone number of sampler5594670032
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCrushed recycled on site Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name NB Tul 99 Median J St , Windrow, J St realignment

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)0613000005
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 collectedOn Job site -Windrow
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-09-05-75
DIME Test ID: 2023-09-05-75-1
Testing Lab: CT D06 - Visalia Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-11-09

Test Results


What size aggregate is being tested?: Combined Gradation
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: Doug Ruff
Date of test: 09/05/2023
Cumulative percent passing the 3 in. sieve: 100 %
Cumulative percent passing the 2 1/2 in. sieve: 100 %
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 98 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 79 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 49 %
Cumulative percent passing the #16 sieve: 41 %
Cumulative percent passing the #30 sieve: 32 %
Cumulative percent passing the #50 sieve: 22 %
Cumulative percent passing the #100 sieve: 14 %
Cumulative percent passing the #200 sieve: 10 %
General comments (publicly viewable) (Max 1000 characters):

Test File Attachments

File NameExtensionFile SizeDate UploadedTest IDActions
06-360244_37042_230905_SA_36- J St -99 Mednpdf87.92 KB11/09/20232023-09-05-75-1   Info

Test was verified on 11/9/2023