DIME - Test Summary

Summary for Test 2024-10-28-25-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 7612 DEA: 060N8504 EFIS: 0600020699
DIST-CO-RTE-PM	06-TUL-99-23.5
Award Date	10/12/2012
Closeout Date	10/25/2013
Work Description	REPAIR BRIDGE.
Location Description	TULARE COUNTY IN TULARE AT AVENUE 184 OVERCROSSING
QA Service Level	1 (Verified on 11/19/2012)

Sample Taken Date	10/28/2024	Sample Unique Key	25
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 testing	10/30/2024
Sample type	Quality Control	A brief description of the sample	1 Bucket of 1/2", 1 Bucket of 3/8", & 1 Bucket of Sand
The quantity of what the sample constitutes	1 Bucket of 1/2", 1 Bucket of 3/8", One Bucket of Sand	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Benjamin	Last name of sampler or witnessed by	Aragon
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Con-Fab California, LLC - Shafter	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Con-Fab California, LLC Shafter
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 collected	Stockpile @ Plant
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-10-28-25

DIME Test ID: 2024-10-28-25-1

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: 2024-11-04

What type of gradation is being tested?: Combined Gradation

Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained

Has the fine aggregate sample been reduced? (question for combined gradation type): Yes

Input Type: Calculated

Tester's full name: Benjamin Aragon

Date of test: 10/30/2024

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: 100 %

Cumulative percent passing the 1/2 in. sieve: 94.7 %

Cumulative percent passing the 3/8 in. sieve: 74.2 %

Cumulative percent passing the #4 sieve: 52.1 %

Cumulative percent passing the #8 sieve: 44.8 %

Cumulative percent passing the #16 sieve: 34.9 %

Cumulative percent passing the #30 sieve: 22.7 %

Cumulative percent passing the #50 sieve: 9.5 %

Cumulative percent passing the #100 sieve: 4.3 %

Cumulative percent passing the #200 sieve: 0.5 %

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/4/2024 ✔