DIME - Test Summary

Summary for Test 2021-04-22-31-1

Test performed: ASTM C39-17a

Sample Taken Date	04/22/2021	Sample Unique Key	31
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	05/18/2021
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	2 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Phil	Last name of sampler or witnessed by	Latasa
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Jobsite	Transportation Laboratory (TL) Number	168119
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

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

DIME Sample ID: 2021-04-22-31

DIME Test ID: 2021-04-22-31-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2021-05-20

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: MM

Date of test: 05/20/2021

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 5.96 in

Average diameter of cylinder 2: 5.96 in

Maximum load on cylinder 1: 187088 lbf

Maximum load on cylinder 2: 191179 lbf

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

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 27.9 in^2

Cross sectional area of cylinder 2: 27.9 in^2

Compressive strength of cylinder 1: 6706.0 psi

Compressive strength of cylinder 2: 6853.0 psi

Compressive strength (to nearest 10 psi): 6780 psi

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

Source: Bluehill Data Point File

Test graph for Cylinder Code 1 of 2

Source: Bluehill Data Point File