DIME - Test Summary

Summary for Test 2022-12-22-66-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 993333 DEA: 04264724 EFIS: 0419000068
DIST-CO-RTE-PM	04-MRN-101-R20.8/27.1
Award Date	04/26/2022
Closeout Date	Not set
Work Description	CIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location Description	MARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level	1 (Verified on 11/01/2021)

Sample Taken Date	12/22/2022	Sample Unique Key	66
Date that the sample was received by the laboratory/organization performing the testing	03/16/2023	Sample type	Annual Source Testing
A brief description of the sample	1x4 Coarse aggregate	The quantity of what the sample constitutes	3 bags
From where was the sample collected	Source	First name of sampler or witnessed by	CJ
Last name of sampler or witnessed by	Jousa	Title of sampler	Plant QC
Telephone number of sampler		Laboratory sample identification	23-ASC-0039
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Lake Herman Quarry
Transportation Laboratory (TL) Number	C101277	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)	91-48-0002
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	Quarry 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: 2022-12-22-66

DIME Test ID: 2022-12-22-66-1

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: 2023-05-02

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester/ Jay Horton

Date of test: 05/02/2023

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: 4.6 %

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 5/2/2023 ✔