DIME - Test Summary

Summary for Test 2023-03-02-56-2

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 211260 DEA: 072159U4 EFIS: 0715000160
DIST-CO-RTE-PM	07-LA,ORA-5-0.0/1.5, 44.3/44.4
Award Date	05/27/2016
Closeout Date	08/01/2023
Work Description	CONSTRUCT HOV LANES AND MIX FLOW LANES.
Location Description	LOS ANGELES AND ORANGE COUNTIES IN BUENA PARK, LA MIRADA, CERRITOS AND SANTA FE SPRINGS FROM ARTESIA BOULEVARD UNDERCROSSING TO NORTH FORK COYOTE CREEK
QA Service Level	1 (Verified on 03/16/2016)

Sample Taken Date	03/02/2023	Sample Unique Key	56
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	03/03/2023
Sample type	Quality Control	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	Glenn	Last name of sampler or witnessed by	McCall
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	Set 1	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Job Site	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	S72019
The truck number from where the sample was collected	Load 1	The batch plant ticket number from where the sample was collected	0
Concrete batch plant		The fabricator/manufacturer designation for the sample	Set 1
A detailed description of where the material sample was collected	Truck 1	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-03-02-56

DIME Test ID: 2023-03-02-56-2

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2023-08-15

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Manuel Ayon

Date of test: 03/30/2023

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

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 203728 lb

Maximum load on cylinder 2: 196173 lb

Type of fracture pattern of cylinder 1: 5

Type of fracture pattern of cylinder 2: 5

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: 0 hours

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength (to nearest 10 psi): 7050 psi

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

Test was verified on 8/15/2023 ✔