DIME - Test Summary

Summary for Test 2019-02-12-3-1

Test performed: CTM 521-November 2014

Project Identifiers	Project ID: 213822 DEA: 010J4404 EFIS: 0119000039
DIST-CO-RTE-PM	01-HUM-200,299-R2.66
Award Date	11/24/2018
Closeout Date	11/20/2020
Work Description	REPAIR STRUCTURE - BRIDGE DECK GIRDER REPAIR
Location Description	Not set
QA Service Level	1 (Verified on 01/07/2019)

Sample Taken Date	02/12/2019	Sample Unique Key	3
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	02/15/2019
Sample type	Quality Assurance	A brief description of the sample	10 6x12 concrete cylinders
The quantity of what the sample constitutes	Unknown	From where was the sample collected	Job Site
First name of sampler or witnessed by	Sami	Last name of sampler or witnessed by	Daouk
Title of sampler		Telephone number of sampler
Laboratory sample identification	C0001	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Eureka Ready Mix	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	ER70DH
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	Unknown
Concrete batch plant	Eureka Ready Mix Concrete Company	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Mix Truck Chute	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-02-12-3

DIME Test ID: 2019-02-12-3-1

Testing Lab: CT D01 - District 1 Materials Laboratory

Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2019-02-25

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Leif Ayres

Date of test: 02/19/2019

Average diameter of cylinder 1: 6 in

Average diameter of cylinder 2: 6 in

Maximum load on cylinder 1: 95950 lb

Maximum load on cylinder 2: 97000 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Age of specimen: 7 days

Cross sectional area of cylinder 1: 28.3 in^2

Cross sectional area of cylinder 2: 28.3 in^2

Compressive strength (to nearest 10 psi): 3410 psi

General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/25/2019 ✔