DIME - Test Summary

Summary for Test 2020-11-09-35-1

Test performed: CTM 214-August 2010

Project Identifiers	Project ID: 213732 DEA: 044K1104 EFIS: 0417000260
DIST-CO-RTE-PM	04-SF-1-R0.0/0.9,R4.0/6.9
Award Date	03/14/2019
Closeout Date	10/26/2022
Work Description	REHABILITATE ROADWAY AND REPLACE SIGNALS.
Location Description	THE CITY AND COUNTY OF SAN FRANCISCO FROM SAN MATEO COUNTY LINE TO HOLLOWAY AVENUE AND FROM LINCOLN WAY TO RUCKMAN AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 05/09/2019)

Sample Taken Date	11/09/2020	Sample Unique Key	35
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	04/01/2021
Sample type	Annual Source Testing	A brief description of the sample	3/8 Aggregates
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	B	Last name of sampler or witnessed by	Singh
Title of sampler	Consultant	Telephone number of sampler
Laboratory sample identification	21-PCCC-0052	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Hanson Sunol	Transportation Laboratory (TL) Number	C934615
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	plant
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	Not set

DIME Sample ID: 2020-11-09-35

DIME Test ID: 2020-11-09-35-1

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: 2021-04-16

What size aggregate is being tested?: Coarse Aggregate

Input Type: Calculated

Tester's full name: Ryan Kester/ Jay Horton

Date of test: 04/16/2021

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: 4.1 %

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 4/16/2021 ✔