DIME - Test Summary

Summary for Test 2024-06-27-68-4

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994443 DEA: 053307C4 EFIS: 0514000028
DIST-CO-RTE-PM	05-SLO-41,46-44.5/45.3,54.0/57.8
Award Date	02/27/2023
Closeout Date	Not set
Work Description	Wye Segment - Route 41/46 Separation
Location Description	Not set
QA Service Level	1 (Verified on 12/16/2022)

Sample Taken Date	06/27/2024	Sample Unique Key	68
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	06/27/2024
Sample type	Quality Control	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	1 per batch	From where was the sample collected	Supplier
First name of sampler or witnessed by	Joel	Last name of sampler or witnessed by	Dasaro
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cal Portland - Paso Robles	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)	91-40-0013
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 or belt cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-06-27-68

DIME Test ID: 2024-06-27-68-4

Testing Lab: Sequoia Consultants

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

Test Release Date: 2024-07-09

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?: Yes

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

Input Type: Calculated

Tester's full name: Joel Dasaro

Date of test: 06/28/2024

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

Cumulative percent passing the 3/8 in. sieve: 96 %

Cumulative percent passing the #4 sieve: 12 %

Cumulative percent passing the #8 sieve: 4 %

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

Test was verified on 7/9/2024 ✔