DIME - Test Summary

Summary for Test 2020-05-11-30-1

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	30
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	06/30/2020
Sample type	Preliminary	A brief description of the sample	4 bags samples
The quantity of what the sample constitutes	4 bags (individual sieve size)	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-PCCC-0104	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Granite Capay	Transportation Laboratory (TL) Number	C928711
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)	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	4 bags individual sieve size
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	1 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-05-11-30

DIME Test ID: 2020-05-11-30-1

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?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 07/17/2020

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: 4.9 %

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 7/17/2020 ✔