DIME - Test Summary

Summary for Test 2018-01-03-4-2

Test performed: ASTM C39-17a

Project Identifiers	Project ID: 209141 DEA: 07215954 EFIS: 0700001835
DIST-CO-RTE-PM	07-LA-5-0.0/7.6
Award Date	04/24/2014
Closeout Date	07/14/2022
Work Description	WIDENING FREEWAY AND RECONSTRUCT OVERHEAD AND OVERCROSSING STRUCTURES
Location Description	LOS ANGELES COUNTY IN LA MIRADA, SANTA FE SPRINGS, NORWALK AND DOWNEY FROM ORANGE COUNTY/LOS ANGELES COUNTY LIMIT LINES TO 0.7 MILE NORTH OF ROUTE 605
QA Service Level	1 (Verified on 06/02/2014)

Sample Taken Date	01/03/2018	Sample Unique Key	4
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	01/04/2018
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	Ryan	Last name of sampler or witnessed by	DeVaul
Title of sampler	QC Field Technician	Telephone number of sampler	Unknown
Laboratory sample identification	Set 1	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	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	S72019
The truck number from where the sample was collected	Load 1 Truck 453	The batch plant ticket number from where the sample was collected	0
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Set 1
A detailed description of where the material sample was collected	Bent 2 Footing B	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2018-01-03-4

DIME Test ID: 2018-01-03-4-2

Testing Lab: G3 Quality, Incorporated - Cerritos

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2018-02-05

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Cody Cuevas

Date of test: 01/31/2018

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 149120 lb

Maximum load on cylinder 2: 156000 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: no data

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): 5380 psi

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

Test was verified on 2/5/2018 ✔