DIME - Test Summary

Summary for Test 2017-11-17-3-2

Test performed: ASTM C39-17a

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	11/17/2017	Sample Unique Key	3
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	11/18/2017
Sample type	Quality Control	A brief description of the sample	6x12 Cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	David	Last name of sampler or witnessed by	Alvarado
Title of sampler	QC Field Technician	Telephone number of sampler	Unknown
Laboratory sample identification	Set 2	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	G3-15-STR-002
The truck number from where the sample was collected	Load 3	The batch plant ticket number from where the sample was collected	0
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Set 2
A detailed description of where the material sample was collected	Abut 4 Shear Keys 53C2967	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2017-11-17-3

DIME Test ID: 2017-11-17-3-2

Testing Lab: G3 Quality, Incorporated - Cerritos

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

Test Release Date: 2017-12-19

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: 12/15/2017

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: 150230 lb

Maximum load on cylinder 2: 151000 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): 5310 psi

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

Test was verified on 12/19/2017 ✔