Summary for Test 2023-08-16-44-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215497
DEA: 09377704
EFIS: 0918000047
DIST-CO-RTE-PM09-MNO-395-34.1
Award Date05/05/2022
Closeout DateNot set
Work DescriptionCONSTRUCT MAINTENANCE STATION.
Location DescriptionMONO COUNTY AT CRESTVIEW AT THE CRESTVIEW SATELLITE MAINTENANCE STATION
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date08/16/2023 Sample Unique Key44
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 testing08/17/2023
Sample typeDepartment Acceptance A brief description of the sample3/4" , 3/8" , Sand
The quantity of what the sample constitutesCon Aggs - 1 Bag of 3/4" / 1 Bag of 3/8" / 1 Bag of Wash Sand From where was the sample collectedSource
First name of sampler or witnessed byJeffery Last name of sampler or witnessed byPuente
Title of samplerQA Telephone number of sampler6614400636
Laboratory sample identificationCon Aggs 01 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMammoth Ready Mix Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameCrestview Cinder Shed

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Mammoth Ready Mix
The fabricator's/manufacturer's product name for the sample1302-25-590-25POZZ-4000psi The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedStockpile @ Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number1302-25590 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-16-44
DIME Test ID: 2023-08-16-44-2
Testing Lab: CT D09 - Bishop Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-08-22

Test Results


What type of gradation is being tested?: 1 in. x No. 4 - Coarse Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Derek Carrington
Date of test: 08/22/2023
Cumulative Mass RetainedCumulative Percent Passing
7415 grams
0.0 grams100 %
0.0 grams100 %
666.0 grams91 %
4627.5 grams38 %
6517.7 grams12 %
7265.0 grams2 %
7358.3 grams1 %
7410 grams
General comments (publicly viewable) (Max 1000 characters): Con Agg 01

Test was verified on 8/22/2023