DIME - Test Summary

Summary for Test 2023-07-14-17-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 214697 DEA: 07307104 EFIS: 0714000213
DIST-CO-RTE-PM	07-LA-101-32.8
Award Date	Not set
Closeout Date	Not set
Work Description	CONSTRUCT BRIDGE.
Location Description	LOS ANGELES COUNTY IN AND NEAR AGOURA HILLS FROM 0.1 MILE WEST OF LIBERTY CANYON ROAD UNDERCROSSING TO 0.6 MILE EAST OF PALO COMADO OVERCROSSING
QA Service Level	1 (Verified on 07/12/2021)

Sample Taken Date	07/14/2023	Sample Unique Key	17
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	07/14/2023
Sample type	Quality Assurance	A brief description of the sample	WCS PCC Aggregate
The quantity of what the sample constitutes	426 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		Linked DIME Sample ID
The fabricator/manufacturer/facility name	National RM Canoga Park	Transportation Laboratory (TL) Number	C071423C
Inspector Lot Number from the Transportation Laboratory (TL) Form	KH104D	Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-19-0046
The fabricator's/manufacturer's product name for the sample		The fabricator/manufacturer designation for the sample
The plant number	National RM Canoga Park	A detailed description of where the material sample was collected	Stockpile @ Yard
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number	S85C440T1	Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-07-14-17

DIME Test ID: 2023-07-14-17-1

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: 2023-07-20

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: 07/17/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	502 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	8 grams	98 %
#8 sieve	90 grams	82 %
#16 sieve	193 grams	62 %
#30 sieve	301 grams	40 %
#50 sieve	409 grams	19 %
#100 sieve	472 grams	6 %
#200. sieve	487 grams	3 %
On the pan	502 grams

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

Test was verified on 7/20/2023 ✔