DIME - Test Summary

Summary for Test 2022-09-24-17-1

Test performed: CTM 521-June 2020

Sample Taken Date	09/24/2022	Sample Unique Key	17
Date that the sample was received by the laboratory/organization performing the testing	09/24/2022	Sample type	Department Acceptance
A brief description of the sample	6x12 LCB cylinders	The quantity of what the sample constitutes	130 CY
From where was the sample collected	Manufacturer	First name of sampler or witnessed by	Ricky
Last name of sampler or witnessed by	Guevara	Title of sampler	Sequoia QC
Telephone number of sampler		Laboratory sample identification	22-2515
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Granite Consturction Batch Plant
Transportation Laboratory (TL) Number	22-2515	Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	G3-22LRCBRS-298R
The truck number from where the sample was collected	J	The batch plant ticket number from where the sample was collected	8723
Concrete batch plant	Granite Construction Ventura	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Skip loader to wheel barrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-09-24-17

DIME Test ID: 2022-09-24-17-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

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

Test Release Date: 2022-10-10

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Robert Achuela

Date of test: 10/01/2022

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Average diameter of cylinder 1: 6.03 in

Average diameter of cylinder 2: 6.02 in

Maximum load on cylinder 1: 111808 lb

Maximum load on cylinder 2: 112773 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: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 7 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.56 in^2

Cross sectional area of cylinder 2: 28.46 in^2

Compressive strength of cylinder 1: 3914.8 psi

Compressive strength of cylinder 2: 3962.5 psi

Compressive strength (to nearest 10 psi): 3940 psi

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

Test was verified on 10/10/2022 ✔