DIME - Test Summary

Summary for Test 2024-05-13-65-1

Test performed: ASTM C136-19

Project Identifiers	Project ID: 994116 DEA: 010J4104 EFIS: 0119000025
DIST-CO-RTE-PM	01-HUM-299-30.7/33.4
Award Date	11/23/2022
Closeout Date	Not set
Work Description	Project Name: HUM-299 Curve Improvement
Location Description	HUMBOLDT COUNTY NEAR WILLOW CREEK FROM 0.1 MILE EAST OF CEDAR CREEK ROAD TO 0.1 MILE EAST OF EAST FORK WILLOW CREEK BRIDGE
QA Service Level	1 (Verified on 07/29/2022)

Sample Taken Date	05/13/2024	Sample Unique Key	65
Date that the sample was received by the laboratory/organization performing the testing	05/13/2024	Sample type	Quality Control
A brief description of the sample	Fine Agg - Sand	The quantity of what the sample constitutes	500.0g
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Sean
Last name of sampler or witnessed by	Steele	Title of sampler
Telephone number of sampler		Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Folsom Ready Mix
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)	91-45-0061
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	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-05-13-65

DIME Test ID: 2024-05-13-65-1

Testing Lab: Precast Unlimited Inc.

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

Test Release Date: 2024-05-24

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: Sean Steele

Date of test: 05/13/2024

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

Cumulative percent passing the #4 sieve: 100 %

Cumulative percent passing the #8 sieve: 79 %

Cumulative percent passing the #16 sieve: 56 %

Cumulative percent passing the #30 sieve: 31 %

Cumulative percent passing the #50 sieve: 12 %

Cumulative percent passing the #100 sieve: 4 %

Cumulative percent passing the #200 sieve: 2.4 %

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

Test was verified on 5/24/2024 ✔