DIME - Test Summary

Summary for Test 2022-03-03-39-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 209820 DEA: 04297634 EFIS: 0415000040 COOP: 042548
DIST-CO-RTE-PM	04-ALA-84,680-17.9/21
Award Date	02/19/2021
Closeout Date	Not set
Work Description	ROUTE 84 WIDENING (4-LANE EXPRESSWAY) FROM I-680 TO PIGEON PASS, INCLUDING INTERSECTION, DRAINAGE IMPROVEMENTS AND UTILITY RELOCATION.
Location Description	ALAMEDA COUNTY IN AND NEAR SUNOL, PLEASANTON, AND LIVERMORE ON ROUTE 84 FROM 0.1 MILE EAST OF ROUTE 680 TO 0.1 MILE SOUTH OF RUBY HILL DRIVE AND ON ROUTE 680 FROM 1.2 MILES SOUTH TO 1.8 MILES NORTH OF ROUTE 84
QA Service Level	1 (Verified on 11/04/2019)

Sample Taken Date	03/03/2022	Sample Unique Key	39
Date that the sample was received by the laboratory/organization performing the testing	03/22/2022	Sample type	Annual Source Testing
A brief description of the sample	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	Consultant
Telephone number of sampler		Laboratory sample identification	22-PCCC-0050
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Martin Marietta Sunnol Plant
Transportation Laboratory (TL) Number	C928952	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	Stock Pile
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	Not set

DIME Sample ID: 2022-03-03-39

DIME Test ID: 2022-03-03-39-1

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: 2022-04-15

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester/ Jay Horton

Date of test: 04/15/2022

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: 8.0 %

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 4/15/2022 ✔