DIME - Test Summary

Summary for Test 2016-10-31-9-1

Test performed: CTM 523-July 2012

Project Identifiers	Project ID: 208714 DEA: 08043514 EFIS: 0800000010
DIST-CO-RTE-PM	08-SBD-58-R22.2/R31.1
Award Date	12/30/2014
Closeout Date	08/29/2018
Work Description	REALIGN AND WIDEN 2 TO 4 LANES EXPRESSWAY
Location Description	HINKLEY ROAD FROM 2.4 MILES WEST OF HIDDEN RIVER ROAD TO? 0.7 MILE EAST OF LENWOOD ROAD.
QA Service Level	1 (Verified on 03/22/2013)

Sample Taken Date	10/31/2016	Sample Unique Key	9
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	11/29/2016
Sample type	Quality Assurance	A brief description of the sample	set 125EB Lane 1 station 1361.25
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kenedy	Last name of sampler or witnessed by	EuBany
Title of sampler	Consultant Tester	Telephone number of sampler	Unknown
Laboratory sample identification	set 125	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Teichert	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	LB15-0065RM
The truck number from where the sample was collected	150	The batch plant ticket number from where the sample was collected	150
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	from mix truck	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2016-10-31-9

DIME Test ID: 2016-10-31-9-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete

Test Release Date: 2021-10-29

What test method is being used?: Center-Point Loading

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Lab procedure used: Method A

Input Type: Calculated

Tester's full name: Larry Francisco

Date of test: 11/29/2016

Identification number: set 125

Width of specimen: 6 inch

Depth of specimen: 6 inch

Span length of specimen: 21 inch

Maximum load applied: 7170 lb

Curing history and apparent moisture condition of the specimen: sand pit

If specimen was capped, ground or if leather shims were used: no

Defects in specimen: no

Age of specimen: 29 days

Modulus of rupture: no data

General comments (publicly viewable) (Max 1000 characters): 650

Test was verified on 10/29/2021 ✔