DIME - Test Summary

Summary for Test 2020-12-14-31-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 212896 DEA: 04160304 EFIS: 0400000429
DIST-CO-RTE-PM	04-ALA-84-13.1/13.5
Award Date	12/15/2020
Closeout Date	Not set
Work Description	NILES CANYON ALAMEDA CREEK BRIDGE REPLACEMENT
Location Description	IN FREMONT, AT ALAMEDA CREEK BRIDGE (BR 33-0036).
QA Service Level	1 (Verified on 09/16/2019)

Sample Taken Date	12/14/2020	Sample Unique Key	31
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	05/13/2021
Sample type	Annual Source Testing	A brief description of the sample	Fine Aggregates
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Reza	Last name of sampler or witnessed by	Dineli
Title of sampler	MCR	Telephone number of sampler
Laboratory sample identification	21-PCCF-0096	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Pleasanton	Transportation Laboratory (TL) Number	C934625
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)	91-01-0009
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	plessanton - Eliot 4403
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	Not set

DIME Sample ID: 2020-12-14-31

DIME Test ID: 2020-12-14-31-1

Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory

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

Test Release Date: 2021-06-01

What size aggregate is being tested?: Fine Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen/Ryan Kester

Date of test: 06/01/2021

Percentage Loss of material retained on #8 sieve: no data

Percentage Loss of material retained on #16 sieve: no data

Percentage Loss of material retained on #30 sieve: no data

Percentage Loss of material retained on #50 sieve: no data

Percentage Loss of material retained on #100 sieve: no data

Weighted Average Percent Loss of Fine Aggregate: 5.2 %

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

Test was verified on 6/1/2021 ✔