Summary for Test 2022-11-22-34-1

Test performed: ASTM C136-19

Project Information

Project IdentifiersProject ID: 211450
DEA: 033F3604
EFIS: 0312000216
DIST-CO-RTE-PM03---
Award DateNot set
Closeout DateNot set
Work DescriptionNot set
Location DescriptionNot set
QA Service Level1 (Verified on 10/19/2016)

Sample Information

Sample Taken Date11/22/2022 Sample Unique Key34
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 testing11/21/2022
Sample typeQuality Control A brief description of the samplesand
The quantity of what the sample constitutes518 grams From where was the sample collectedJob Site
First name of sampler or witnessed byRoberto Last name of sampler or witnessed byReyes
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Arvin CA 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)SMARA 91-15-0114
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 collectedsilo
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Sizefine
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Combined Gradation Report Information

Combined Gradation Report IdBin IndexDime Test Id
No assigned tests for this sample.

Test Details

DIME Sample ID: 2022-11-22-34
DIME Test ID: 2022-11-22-34-1
Testing Lab: Con-Fab California, LLC
Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates
Test Release Date: 2023-01-26

Test Results


What type of gradation is being tested?: Fine Aggregate
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Has the fine aggregate sample been reduced? (question for combined gradation type):
Input Type: Calculated
Tester's full name: Roberto Reyes
Date of test: 11/21/2022
Cumulative percent passing the 3/8 in. sieve: 100 %
Cumulative percent passing the #4 sieve: 100 %
Cumulative percent passing the #8 sieve: 88 %
Cumulative percent passing the #16 sieve: 66 %
Cumulative percent passing the #30 sieve: 40 %
Cumulative percent passing the #50 sieve: 16 %
Cumulative percent passing the #100 sieve: 5 %
Cumulative percent passing the #200 sieve: 2.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/26/2023