DIME - Test Summary

Summary for Test 2022-10-06-50-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215486 DEA: 040A0204 EFIS: 0400000129
DIST-CO-RTE-PM	04-SON-1-15-15.7
Award Date	Not set
Closeout Date	Not set
Work Description	Construct roadway and bridge with structural concrete and CIDH piling
Location Description	District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level	1 (Verified on 04/08/2022)

Sample Taken Date	10/06/2022	Sample Unique Key	50
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	10/06/2022
Sample type	Quality Control	A brief description of the sample	3/8" x #8 PCC 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	Andrew	Last name of sampler or witnessed by	Terry
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	River Ready Mix	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)	Canyon Rock
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	3/8 inch
The concrete mix design number	76425003	Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-10-06-50

DIME Test ID: 2022-10-06-50-1

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: 2022-10-13

What size aggregate is being tested?: 0.375 in x No. 8 - 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: 10/07/2022

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

Cumulative percent passing the 3/8 in. sieve: 93 %

Cumulative percent passing the #4 sieve: 13 %

Cumulative percent passing the #8 sieve: 2 %

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

Test was verified on 10/13/2022 ✔