DIME - Test Summary

Summary for Test 2024-11-19-56-3

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 994226 DEA: 042K7004 EFIS: 0417000010 COOP: 042895
DIST-CO-RTE-PM	04-ALA-880-R0.0/11.8
Award Date	07/13/2023
Closeout Date	Not set
Work Description	Cold plane pavement and overlay with RHMA-G/RHMA-O (CAPITAL PREVENTIVE MAINTENANCE)
Location Description	ALAMEDA COUNTY IN FREMONT AND NEWARK FROM SANTA CLARA COUNTY LINE TO 0.4 MILE NORTH OF FREMONT BOULEVARD OVERCROSSING
QA Service Level	1 (Verified on 09/13/2022)

Sample Taken Date	11/19/2024	Sample Unique Key	56
Date that the sample was received by the laboratory/organization performing the testing	11/20/2024	Sample type	Annual Source Testing
A brief description of the sample	1 X #4 coarse aggregate	The quantity of what the sample constitutes	Ample
From where was the sample collected	Source	First name of sampler or witnessed by	Curtis
Last name of sampler or witnessed by	Gilbert	Title of sampler	Plant QC
Telephone number of sampler		Laboratory sample identification	HW-111924-ST
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Vulcan-Pleasanton
Transportation Laboratory (TL) Number	C689528	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::CALMAT/PLEASANTON
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 inch
The concrete mix design number		Lot number
Sublot number		Aggregate Mix Number

DIME Sample ID: 2024-11-19-56

DIME Test ID: 2024-11-19-56-3

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: 2025-06-05

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: David Padilla

Date of test: 05/28/2025

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: 9.8 %

Percentage Loss of material retained on ¾ x ½ in. sieve: 9.8 %

Percentage Loss of material retained on ½ x ⅜ in. sieve: 10.1 %

Percentage Loss of material retained on ⅜ in. x #4 sieve: 6.4 %

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: 8.3 %

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 performed at SRL due to Translab shutdown

Test was verified on 6/5/2025 ✔