DIME - Test Summary

Summary for Test 2024-08-05-106-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994859 DEA: 021H5904 EFIS: 0216000025
DIST-CO-RTE-PM	02-SIS-96-43.5,57.0
Award Date	08/07/2023
Closeout Date	Not set
Work Description	REPLACE CULVERTS WITH BRIDGES, STREAMBED RESTORATION, & LANDSCAPING.
Location Description	SISKIYOU COUNTY AT AND NEAR HAPPY CAMP AT 0.8 MILE WEST OF GORDON\\\\'S FERRY ROAD AND AT PORTUGUESE CREEK
QA Service Level	1 (Verified on 08/10/2023)

Sample Taken Date	08/05/2024	Sample Unique Key	106
Date that the sample was received by the laboratory/organization performing the testing	08/05/2024	Sample type	Quality Control
A brief description of the sample	QC Sampling Data	The quantity of what the sample constitutes	20CY
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Jason
Last name of sampler or witnessed by	Allen	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Kie-Con
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)	91-07-0003
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
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: 2024-08-05-106

DIME Test ID: 2024-08-05-106-1

Testing Lab: Kie-Con, Incorporated - Antioch

Test Method: ASTM C136-19: Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2024-09-26

What type of gradation is being tested?: 0.5 in. x No. 4 - Coarse Aggregate

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

Has the fine aggregate sample been reduced? (question for combined gradation type): No

Input Type: Calculated

Tester's full name: Jason Allen

Date of test: 08/05/2024

Cumulative percent passing the 3/4 in. sieve: 100 %

Cumulative percent passing the 1/2 in. sieve: 86.3 %

Cumulative percent passing the 3/8 in. sieve: 49.1 %

Cumulative percent passing the #4 sieve: 4.8 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 9/26/2024 ✔