DIME - Test Summary

Summary for Test 2022-10-12-22-5

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 993318 DEA: 11423704 EFIS: 1116000059
DIST-CO-RTE-PM	11-SD-8-R31.8/R41.7
Award Date	04/01/2022
Closeout Date	Not set
Work Description	PLACE CRCP, HMA, MGS, AND WATER POLLUTION CONTROL SYSTEM.
Location Description	SAN DIEGO COUNTY NEAR ALPINE FROM VIEJAS CREEK BRIDGE TO PINE VALLEY CREEK BRIDGE
QA Service Level	1 (Verified on 10/27/2021)

Sample Taken Date	10/12/2022	Sample Unique Key	22
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	10/13/2022
Sample type	Quality Control	A brief description of the sample	1x4 concrete aggregates
The quantity of what the sample constitutes	90 CY	From where was the sample collected	Source
First name of sampler or witnessed by	Roberto	Last name of sampler or witnessed by	Rubio
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Wemco Batch Plant	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)	91-374-0035
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	belt cut
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2022-10-12-22

DIME Test ID: 2022-10-12-22-5

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-10-14

What size aggregate is being tested?: Fine 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: Larry Fukushima

Date of test: 10/13/2022

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

Cumulative percent passing the #4 sieve: 97 %

Cumulative percent passing the #8 sieve: 86 %

Cumulative percent passing the #16 sieve: 67 %

Cumulative percent passing the #30 sieve: 43 %

Cumulative percent passing the #50 sieve: 21 %

Cumulative percent passing the #100 sieve: 6 %

Cumulative percent passing the #200 sieve: 2.5 %

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

Test was verified on 10/14/2022 ✔