DIME - Test Summary

Summary for Test 2022-12-30-2-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 215697 DEA: 07318204 EFIS: 0715000286
DIST-CO-RTE-PM	07-LA-Route 1-4.0/4.2
Award Date	Not set
Closeout Date	Not set
Work Description	CM/GC Project - Work consists of constructing secant wall and slope restoration
Location Description	near Point Mugu State Park 0.4 mile South of Sycamore Canyon Road.
QA Service Level	1 (Verified on 08/26/2021)

Sample Taken Date	12/30/2022	Sample Unique Key	2
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	12/30/2022
Sample type	Quality Assurance	A brief description of the sample	WCS PCC Aggregate
The quantity of what the sample constitutes	50 CY	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	Kevin	Last name of sampler or witnessed by	Hopkins
Title of sampler	Plant Inspector	Telephone number of sampler
Laboratory sample identification	KH102B	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Associated Ready Mix - Oxnard	Transportation Laboratory (TL) Number	C123022B
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)	91-19-0054
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	61	A detailed description of where the material sample was collected	Conveyor Belt
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	SL4K455WHP	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2022-12-30-2

DIME Test ID: 2022-12-30-2-1

Testing Lab: CT D07 - Plant Services

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

Test Release Date: 2022-12-30

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: Measured

Tester's full name: Kevin Hopkins

Date of test: 12/30/2022

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	521 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	10 grams	98 %
#8 sieve	102 grams	80 %
#16 sieve	194 grams	63 %
#30 sieve	288 grams	45 %
#50 sieve	384 grams	26 %
#100 sieve	460 grams	12 %
#200. sieve	498 grams	4 %
On the pan	499 grams

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

Test was verified on 12/30/2022 ✔