DIME - Test Summary

Summary for Test 2020-04-15-7-1

Test performed: CTM 523-July 2012

Project Identifiers	Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
DIST-CO-RTE-PM	08-RIV-15-34.7/51.6
Award Date	04/17/2017
Closeout Date	Not set
Work Description	(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description	Riverside County and SBD-15-0.0/1.3
QA Service Level	1 (Verified on 05/08/2017)

Sample Taken Date	04/15/2020	Sample Unique Key	7
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	03/16/2020
Sample type	Quality Assurance	A brief description of the sample	concrete beams
The quantity of what the sample constitutes	4 Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	Ahmad	Last name of sampler or witnessed by	ALZUBI
Title of sampler		Telephone number of sampler
Laboratory sample identification	45A1, 45A2, 45B1, 45B2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	security paving Corona	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	33-paving
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	G3-18-PCC-135
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	tt1
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Discharge from concrete truck into wheelbarrow.	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2020-04-15-7

DIME Test ID: 2020-04-15-7-1

Testing Lab: CT D08 - Fontana Field Testing Laboratory

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

Test Release Date: 2020-05-20

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

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

Lab procedure used: Method B

Input Type: Calculated

Tester's full name: Ahmad Alzubi

Date of test: 04/28/2020

Identification number: 45A1

Width of specimen: 6.0625 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 6200 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: None

Age of specimen: 13 days

Modulus of rupture: 530 psi

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

Test was verified on 5/20/2020 ✔