Summary for Test 2023-08-01-52-6

Test performed: CTM 202-November 2011

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/26/2022
Closeout DateNot set
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date08/01/2023 Sample Unique Key52
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 testing08/01/2023
Sample typeDepartment Acceptance A brief description of the sample1x 4 Pcc Aggregate
The quantity of what the sample constitutes3 bags 1x4, Sand From where was the sample collectedFabricator
First name of sampler or witnessed byGurjeet Last name of sampler or witnessed byLitt
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameDon Chapin - Los Banos Plant 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)91-24-0009
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 collectedConveyor Belt
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1 inch
The concrete mix design numberG67534ST Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-01-52
DIME Test ID: 2023-08-01-52-6
Testing Lab: CT D06 - Millbrook Field Laboratory
Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-08-04

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: Measured
Tester's full name: Tomas Silva
Date of test: 08/01/2023
Cumulative Mass RetainedCumulative Percent Passing
498.6 grams
0 grams100 %
0 grams100 %
65 grams87 %
195 grams61 %
304 grams39 %
397 grams20 %
456 grams9 %
474 grams5 %
480 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/4/2023