DIME - Test Summary

Summary for Test 2023-11-02-69-1

Test performed: CTM 202-November 2011

Project Identifiers	Project ID: 994780 DEA: 070W3304 EFIS: 0721000265
DIST-CO-RTE-PM	07-LA-10-19.5/29.5
Award Date	06/30/2023
Closeout Date	Not set
Work Description	LOS ANGELES COUNTY FROM EVERGREEN AVENUE PEDESTRIAN OVERCROSSING IN LOS ANGELES TO VALLEY BOULEVARD UNDERCROSSING IN EL MONTE
Location Description	DIGOUTS, SLURRY SEAL, COLD PLANE OVERLAY,
QA Service Level	1 (Verified on 06/07/2023)

Sample Taken Date	11/02/2023	Sample Unique Key	69
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	11/07/2023
Sample type	Department Acceptance	A brief description of the sample	Fine Aggregate
The quantity of what the sample constitutes	One Bag	From where was the sample collected	Job Site
First name of sampler or witnessed by	Baher	Last name of sampler or witnessed by	Fakhoury
Title of sampler		Telephone number of sampler	2137937180
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	8555 Hellman Ave, Rosemead	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)	91-19-0052
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	Ground Pile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	fine
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-11-02-69

DIME Test ID: 2023-11-02-69-1

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: 2023-12-26

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: Baher Fakhoury

Date of test: 11/07/2023

	Cumulative Mass Retained	Cumulative Percent Passing
Total mass of material in the sample	507 grams
3/8 in. sieve	0 grams	100 %
#4 sieve	60 grams	88 %
#8 sieve	192 grams	62 %
#16 sieve	283 grams	44 %
#30 sieve	341 grams	33 %
#50 sieve	391 grams	23 %
#100 sieve	429 grams	15 %
#200. sieve	454 grams	10 %
On the pan	461 grams

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

Test was verified on 12/26/2023 ✔