DIME - Test Summary

Summary for Test 2023-03-07-59-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 215003 DEA: 040J6204 EFIS: 0414000019
DIST-CO-RTE-PM	04-ALA-680-12.4/21.9
Award Date	04/12/2022
Closeout Date	Not set
Work Description	REHABILITATE PAVEMENT - RPL APP/DEP SLABS, 14 BRIDGES
Location Description	ALAMEDA COUNTY AT SUNOL AND IN PLEASANTON AND DUBLIN FROM KOOPMANN ROAD UNDERCROSSING TO ALAMEDA COUNTY LINE
QA Service Level	1 (Verified on 10/19/2020)

Sample Taken Date	03/07/2023	Sample Unique Key	59
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	04/06/2023
Sample type	Annual Source Testing	A brief description of the sample	3/8x8 coarse aggregate
The quantity of what the sample constitutes	2-bags	From where was the sample collected	Source
First name of sampler or witnessed by	Fernando	Last name of sampler or witnessed by	Vega
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-ASC-0067	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Martin Marietta Sunol	Transportation Laboratory (TL) Number	C927709
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)	91-01-0011
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	3/8 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2023-03-07-59

DIME Test ID: 2023-03-07-59-1

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: 2023-05-23

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Bang Nguyen

Date of test: 05/23/2023

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: 9.6 %

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 5/23/2023 ✔