DIME - Test Summary

Summary for Test 2020-12-02-13-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 213727 DEA: 041A6834 EFIS: 0412000335
DIST-CO-RTE-PM	04-ALA-880-28.5 / 29.2
Award Date	03/25/2019
Closeout Date	01/13/2023
Work Description	REHABILITATE ROADWAY.
Location Description	IN OAKLAND, FROM 23RD TO 29TH STREET.
QA Service Level	1 (Verified on 05/14/2019)

Sample Taken Date	12/02/2020	Sample Unique Key	13
Date that the sample was received by the laboratory/organization performing the testing	01/27/2021	Sample type	Annual Source Testing
A brief description of the sample	3/4x#4 coarse aggregate	The quantity of what the sample constitutes	4-bags coarse aggregate
From where was the sample collected	Source	First name of sampler or witnessed by	plant personnel
Last name of sampler or witnessed by	plant personnel	Title of sampler	QC Tech
Telephone number of sampler		Laboratory sample identification	21-PCCC-0008
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Vulcan Pleasanton
Transportation Laboratory (TL) Number	C924556	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)	91-01-0010
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	Stockpile
Where the material sample would have been placed if not sampled		Primary Aggregate Nominal Size	3/4 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2020-12-02-13

DIME Test ID: 2020-12-02-13-1

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: 2021-02-18

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: RK/JH

Date of test: 02/17/2021

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: 5.5 %

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 2/18/2021 ✔