DIME - Test Summary

Summary for Test 2023-01-21-12-1

Test performed: CTM 521-June 2020

Sample Taken Date	01/21/2023	Sample Unique Key	12
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	01/22/2023
Sample type	Quality Assurance	A brief description of the sample	Concrete Cylinders LCB RSC
The quantity of what the sample constitutes	10 Cubic Yards	From where was the sample collected	Job Site
First name of sampler or witnessed by	Harrison	Last name of sampler or witnessed by	Kain
Title of sampler		Telephone number of sampler
Laboratory sample identification	23-0050	Linked DIME Sample ID
The fabricator/manufacturer/facility name	n/a	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	G3-22-LRCBRS-298-R
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	10562
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-01-21-12

DIME Test ID: 2023-01-21-12-1

Testing Lab: Alta Vista Solutions - Whittier

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2023-01-30

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Nathan Ogbasellasie

Date of test: 01/28/2023

Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap

Average diameter of cylinder 1: 5.94 in

Average diameter of cylinder 2: 5.95 in

Maximum load on cylinder 1: 108358 lb

Maximum load on cylinder 2: 111423 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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: 7 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 27.71 in^2

Cross sectional area of cylinder 2: 27.81 in^2

Compressive strength of cylinder 1: 3910.4 psi

Compressive strength of cylinder 2: 4006.6 psi

Compressive strength (to nearest 10 psi): 3960 psi

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

Test was verified on 1/30/2023 ✔