DIME - Test Summary

Summary for Test 2022-12-12-23-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 214640 DEA: 042J7204 EFIS: 0415000016
DIST-CO-RTE-PM	04-CC-580-1.17
Award Date	02/25/2021
Closeout Date	12/01/2023
Work Description	STEGE DRAIN SUPER-STRUCTURE, PRECAST VOIDED SLABS
Location Description	CONTRA COSTA COUNTY IN RICHMOND FROM 0.3 MILE EAST OF STEGE DRAIN BRIDGE TO 0.3 MILE WEST OF BAYVIEW AVENUE OVERCROSSING
QA Service Level	1 (Verified on 01/27/2020)

Sample Taken Date	12/12/2022	Sample Unique Key	23
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	03/20/2023
Sample type	Annual Source Testing	A brief description of the sample	1" x No4 PCC
The quantity of what the sample constitutes	4 Bags	From where was the sample collected	Source
First name of sampler or witnessed by	Antonio	Last name of sampler or witnessed by	Fuentes
Title of sampler	QC Technician	Telephone number of sampler	925-406-9947
Laboratory sample identification	23-ASC-0053	Linked DIME Sample ID	22-12-12-21
The fabricator/manufacturer/facility name	Martin Marietta Clayton Aggregates	Transportation Laboratory (TL) Number	C422-280
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Aggregate	Source Identification (SMARA, name of Pit or Job Site)	91-07-0003
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	Martin Marietta-Clayton
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: 2022-12-12-23

DIME Test ID: 2022-12-12-23-1

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: Bang Nguyen

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: 4.8 %

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 ✔