DIME - Test Summary

Summary for Test 2019-10-17-19-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214821 DEA: 120H1504 EFIS: 1216000055
DIST-CO-RTE-PM	12-ORA-1-4.9/5.5,10.5/14.1
Award Date	09/11/2020
Closeout Date	07/03/2024
Work Description	Cold plane AC, RHMA-G paving, and curb ramp reconstruction
Location Description	ORANGE COUNTY IN LAGUNA BEACH AND NEWPORT BEACH FROM 0.2 MILE SOUTH OF VISTA DEL SOL TO 7TH AVENUE AND FROM LEDROIT STREET TO NEWPORT COAST DRIVE
QA Service Level	1 (Verified on 10/26/2020)

Sample Taken Date	10/17/2019	Sample Unique Key	19
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	10/29/2019
Sample type	Preliminary	A brief description of the sample	SUBGRADE DEPTH 3'-4'
The quantity of what the sample constitutes	1 BAG	From where was the sample collected	Job Site
First name of sampler or witnessed by	JOSE	Last name of sampler or witnessed by	MENDEZ
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	8780	Linked DIME Sample ID	2019-10-17-19
The fabricator/manufacturer/facility name	Native Material	Transportation Laboratory (TL) Number	C936702
Inspector Lot Number from the Transportation Laboratory (TL) Form	SR 01 PCH MB-32	Structure unique identifier
Structure name

Material Type	Soil	The fabricator's/manufacturer's product name for the sample	Unknown
The fabricator/manufacturer designation for the sample	Unknown	A detailed description of where the material sample was collected	AGURING
Where the material sample would have been placed if not sampled	Unknown

DIME Sample ID: 2019-10-17-19

DIME Test ID: 2019-10-17-19-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2020-04-01

What size aggregate is being tested?: Combined Gradation

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: FRIDAY OFOEGBU

Date of test: 11/05/2019

Cumulative percent passing the 3 in. sieve: 100 %

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

Cumulative percent passing the 2 in. sieve: 100 %

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

Cumulative percent passing the 1 in. sieve: 99 %

Cumulative percent passing the 3/4 in. sieve: 97 %

Cumulative percent passing the 1/2 in. sieve: 86 %

Cumulative percent passing the 3/8 in. sieve: 78 %

Cumulative percent passing the #4 sieve: 59 %

Cumulative percent passing the #8 sieve: 47 %

Cumulative percent passing the #16 sieve: 38 %

Cumulative percent passing the #30 sieve: 28 %

Cumulative percent passing the #50 sieve: 19 %

Cumulative percent passing the #100 sieve: 12 %

Cumulative percent passing the #200 sieve: 8.8 %

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

Test was verified on 4/1/2020 ✔