DIME - Test Summary

Summary for Test 2022-01-14-33-2

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	01/14/2022	Sample Unique Key	33
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	01/15/2022
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	Dane	Last name of sampler or witnessed by	Trudeau
Title of sampler	QC Field Technician	Telephone number of sampler	Unknown
Laboratory sample identification	Set 6	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Jobsite	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	00-0000
Structure name

Material Type	Concrete	The concrete mix design number	G3-15-STR-002
The truck number from where the sample was collected	Load 55	The batch plant ticket number from where the sample was collected	0
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Set 6
A detailed description of where the material sample was collected	Truck 55	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2022-01-14-33

DIME Test ID: 2022-01-14-33-2

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: 2022-02-22

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Jose Martinez

Date of test: 02/11/2022

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: 155971 lb

Maximum load on cylinder 2: 153133 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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): 5450 psi

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

Test was verified on 2/22/2022 ✔