DIME - Test Summary

Summary for Test 2019-06-05-23-9

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 212888 DEA: 07202124 EFIS: 0700020870
DIST-CO-RTE-PM	07-LA-710-20.9/24.6
Award Date	02/16/2018
Closeout Date	05/04/2022
Work Description	PAVEMENT REHABILITATION AND BRIDGE WIDENING
Location Description	LOS ANGELES COUNTY IN AND NEAR BELL, VERNON, AND CITY OF COMMERCE, FROM 0.2 MILE SOUTH OF SLAUSON AVENUE OVERCROSSING TO 0.1 MILE NORTH OF THIRD STREET OVERCROSSING
QA Service Level	1 (Verified on 03/29/2018)

Sample Taken Date	06/05/2019	Sample Unique Key	23
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	06/05/2019
Sample type	Annual Source Testing	A brief description of the sample	3/8" PCC gravels
The quantity of what the sample constitutes	2 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Unknown	Last name of sampler or witnessed by	Unknown
Title of sampler		Telephone number of sampler
Laboratory sample identification	8605	Linked DIME Sample ID
The fabricator/manufacturer/facility name	United Rock Products Irwindale	Transportation Laboratory (TL) Number	None
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)	91-19-0015
The fabricator's/manufacturer's product name for the sample	Unknown	The fabricator/manufacturer designation for the sample	Unknown
The plant number	Unknown	A detailed description of where the material sample was collected	Stockpile @ Plant
Where the material sample would have been placed if not sampled	Unknown	Primary Aggregate Nominal Size	3/8 inch
The concrete mix design number	Unknown	Lot number	Unknown
Sublot number	Unknown	Aggregate Mix Number	Not set

DIME Sample ID: 2019-06-05-23

DIME Test ID: 2019-06-05-23-9

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: CTM 214-August 2010: Method of Test for Soundness of Aggregates by Use of Sodium Sulfate

Test Release Date: 2019-07-15

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Nader Rashidi-Ghader

Date of test: 07/03/2019

Percentage Loss of material retained on 2 x 1 ½ in. sieve: no data

Percentage Loss of material retained on 1 ½ x 1 in. sieve: no data

Percentage Loss of material retained on 1 x ¾ in. sieve: no data

Percentage Loss of material retained on ¾ x ½ in. sieve: no data

Percentage Loss of material retained on ½ x ⅜ in. sieve: no data

Percentage Loss of material retained on ⅜ in. x #4 sieve: no data

Percentage Loss of material retained on 2 in. through 1 1/2 in. sieve: no data

Percentage Loss of material retained on 1 in. through 3/4 in. sieve: no data

Percentage Loss of material retained on 3/4 in. through #4 sieve: no data

Weighted Average Percent Loss of Coarse Aggregate: 1.1 %

Batch Soundness Loss of Coarse Aggregate (2 1/2 in maximum): no data

Batch Soundness Loss of Coarse Aggregate (1 1/2 in maximum): no data

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

Test was verified on 7/15/2019 ✔