DIME - Test Summary

Summary for Test 2024-12-12-46-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 994469 DEA: 044J89U4 EFIS: 0419000140 COOP: 042806
DIST-CO-RTE-PM	04-SCL-82-18.2/26.4
Award Date	08/17/2023
Closeout Date	Not set
Work Description	COLD PLANE AC, RHMA, SLAB REPL, CURB RAMPS, AND MOD ELECT SYSTEMS.
Location Description	SANTA CLARA COUNTY AT VARIOUS LOCATIONS FROM KNICKERBOCKER DRIVE IN SUNNYVALE TO SAN MATEO COUNTY LINE IN PALO ALTO
QA Service Level	1 (Verified on 05/09/2023)

Sample Taken Date	12/12/2024	Sample Unique Key	46
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	02/04/2025
Sample type	Annual Source Testing	A brief description of the sample	1/2" x #4
The quantity of what the sample constitutes	2 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Charles	Last name of sampler or witnessed by	Poolis
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	1083	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Graniterock Aromas	Transportation Laboratory (TL) Number	C317-121224-2
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)	91-35-0012
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

DIME Sample ID: 2024-12-12-46

DIME Test ID: 2024-12-12-46-1

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: 2025-04-28

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: David Padilla

Date of test: 04/04/2025

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: no data

Percentage Loss of material retained on ¾ x ½ in. sieve: 1.0 %

Percentage Loss of material retained on ½ x ⅜ in. sieve: 1.0 %

Percentage Loss of material retained on ⅜ in. x #4 sieve: 1.0 %

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: 1.0 %

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 4/28/2025 ✔