DIME - Test Summary

Summary for Test 2020-05-11-32-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 213525 DEA: 010A0404 EFIS: 0100020013
DIST-CO-RTE-PM	01-LAK-175-R25.0/27.5
Award Date	10/15/2018
Closeout Date	11/02/2021
Work Description	Putah Creek Bridge Widen +1 + 2RCBs
Location Description	LAKE COUNTY AT AND NEAR MIDDLETOWN FROM 0.1 MILE EAST OF PUTAH CREEK BRIDGE TO DRY CREEK BRIDGE
QA Service Level	1 (Verified on 08/24/2018)

Sample Taken Date	05/11/2020	Sample Unique Key	32
Date that the sample was received by the laboratory/organization performing the testing	06/30/2020	Sample type	Preliminary
A brief description of the sample	1 bags (Fine)	The quantity of what the sample constitutes	1 bag (Fine)
From where was the sample collected	Source	First name of sampler or witnessed by	Jerry
Last name of sampler or witnessed by	Oliver	Title of sampler	Consultant
Telephone number of sampler		Laboratory sample identification	20-PCCF-0106
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Granite Capay
Transportation Laboratory (TL) Number	C928713	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	not supply
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	1 bag
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: 2020-05-11-32

DIME Test ID: 2020-05-11-32-1

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: 2020-07-17

What size aggregate is being tested?: Fine Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 07/17/2020

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: 5.3 %

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

Test was verified on 7/17/2020 ✔