DIME - Test Summary

Summary for Test 2021-12-27-11-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 215255 DEA: 040A7714 EFIS: 0420000287
DIST-CO-RTE-PM	04-ALA-80-6.4-6.6
Award Date	05/03/2021
Closeout Date	12/01/2023
Work Description	CONSTRUCT PEDESTRIAN OVERCROSSING BRIDGE AND RETAINING WALLS. GILMAN INTERCHANGE IMPROVEMENTS
Location Description	ALAMEDA COUNTY IN BERKELEY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.1 MILE SOUTH OF GILMAN STREET UNDERCROSSING
QA Service Level	1 (Verified on 12/07/2020)

Sample Taken Date	12/27/2021	Sample Unique Key	11
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	01/21/2022
Sample type	Annual Source Testing	A brief description of the sample	1/2x4 coarse aggregate
The quantity of what the sample constitutes	3-bags individual size	From where was the sample collected	Source
First name of sampler or witnessed by	Pescador	Last name of sampler or witnessed by	Julio
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	22-PCCC-0008	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Cemex Clayton	Transportation Laboratory (TL) Number	C873350
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)	91-07-0004
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	1/2 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number	Not set

DIME Sample ID: 2021-12-27-11

DIME Test ID: 2021-12-27-11-1

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: 2022-02-10

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester/ Jay Horton

Date of test: 02/09/2022

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: 7.4 %

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 2/10/2022 ✔