DIME - Test Summary

Summary for Test 2024-08-05-113-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 210260 DEA: 021H2604 EFIS: 0215000111
DIST-CO-RTE-PM	02-SHA-299-2.5/4.5
Award Date	02/09/2015
Closeout Date	12/21/2020
Work Description	Excavation, disposal site development , BMPs placement and monitoring
Location Description	About 14 miles west of Shasta from 2.5 to 4.5 miles east of Trinity county line
QA Service Level	2 (Verified on 09/23/2015)

Sample Taken Date	08/05/2024	Sample Unique Key	113
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 aggregate sampling	The quantity of what the sample constitutes	27CY
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	Coarse Aggregate	The fabricator/manufacturer designation for the sample
The plant number	KIE CON	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	fine
The concrete mix design number	K5065-23137	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-08-05-113

DIME Test ID: 2024-08-05-113-1

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: 2024-10-08

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): No

Input Type: Calculated

Tester's full name: Jason Allen

Date of test: 08/05/2024

Cumulative percent passing the 3/8 in. sieve: 100 %

Cumulative percent passing the #4 sieve: 99.9 %

Cumulative percent passing the #8 sieve: 80.1 %

Cumulative percent passing the #16 sieve: 57.6 %

Cumulative percent passing the #30 sieve: 40.4 %

Cumulative percent passing the #50 sieve: 23.9 %

Cumulative percent passing the #100 sieve: 8.7 %

Cumulative percent passing the #200 sieve: 0.43 %

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

Test was verified on 10/8/2024 ✔