DIME - Test Summary

Summary for Test 2022-12-01-33-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 993446 DEA: 120J34U4 EFIS: 1218000034
DIST-CO-RTE-PM	12-ORA-55,55-29.6,R6.4/10.3
Award Date	05/27/2022
Closeout Date	Not set
Work Description	CONSTR BRIDGES, RW, SW, JPCP, HMA PVMT, DRAINAGE AND ELECT SYSTEMS.
Location Description	ORANGE COUNTY IN IRVINE, SANTA ANA, AND TUSTIN ON ROUTE 5 AT NEWPORT AVENUE UNDERCROSSING AND ON ROUTE 55 FROM 0.4 MILE NORTH OF ROUTE 55/405 SEPARATION TO 0.1 MILE SOUTH OF ROUTE 5/55 SEPARATION
QA Service Level	1 (Verified on 06/24/2022)

Sample Taken Date	12/01/2022	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	12/02/2022
Sample type	Quality Control	A brief description of the sample	6x12 cylinders
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jorge	Last name of sampler or witnessed by	Montes
Title of sampler	QC Field Technician	Telephone number of sampler
Laboratory sample identification	Set 1	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	job site	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	00-0000
Structure name	RW386	Bid Item	Not set

Material Type	Concrete	The concrete mix design number	S85C440T18
The truck number from where the sample was collected	Load 2	The batch plant ticket number from where the sample was collected	Unknown
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Set 1
A detailed description of where the material sample was collected	RW 386 STA 15-20	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2022-12-01-33

DIME Test ID: 2022-12-01-33-1

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: 2023-04-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Carlos Viramontes

Date of test: 12/29/2022

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

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 194420 lb

Maximum load on cylinder 2: 204221 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: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 18.85 in^2

Cross sectional area of cylinder 2: 18.85 in^2

Compressive strength (to nearest 10 psi): 7030 psi

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

Test was verified on 4/21/2023 ✔