DIME - Test Summary

Summary for Test 2021-09-09-39-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215063 DEA: 032F5704 EFIS: 0300020615
DIST-CO-RTE-PM	03-PLA-80-46.3/63.5
Award Date	09/23/2020
Closeout Date	08/11/2023
Work Description	Replace 4 Bridges (OC) on Highway 80 from Crystal Springs to Cisco Grove (Baxter, Drum Forebay)
Location Description	Not set
QA Service Level	1 (Verified on 11/16/2020)

Sample Taken Date	09/09/2021	Sample Unique Key	39
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	09/09/2021
Sample type	Quality Control	A brief description of the sample	1/2 x #4 Aggregate
The quantity of what the sample constitutes	1 Day	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kristipher	Last name of sampler or witnessed by	Weaver
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hansen Bros Enterprises	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	Greenhorn
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	No Information
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	8025P-WDNA	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-09-09-39

DIME Test ID: 2021-09-09-39-1

Testing Lab: RMA Group - Rancho Cordova

Test Method: CTM 202-November 2011: Method of Test for Sieve Analysis of Fine and Coarse Aggregates

Test Release Date: 2022-03-29

What size aggregate is being tested?: 0.5 in. x No. 4 - Coarse Aggregate

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

For Combined Gradation only, has the fine aggregate sample been reduced?: No

For Combined Gradation only, use #40 Sieve?: No

Input Type: Calculated

Tester's full name: Todd Strait

Date of test: 09/10/2021

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

Cumulative percent passing the 1/2 in. sieve: 100 %

Cumulative percent passing the 3/8 in. sieve: 83 %

Cumulative percent passing the #4 sieve: 9 %

Cumulative percent passing the #8 sieve: 3 %

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

Test was verified on 3/29/2022 ✔