DIME - Test Summary

Summary for Test 2019-07-03-7-1

Test performed: CTM 523-July 2012

Project Identifiers	Project ID: 209694 DEA: 080J0704 EFIS: 0800000282
DIST-CO-RTE-PM	08-SBD-215-0.6/1.7
Award Date	10/17/2017
Closeout Date	04/23/2020
Work Description	(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description	Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
QA Service Level	1 (Verified on 12/11/2017)

Sample Taken Date	07/03/2019	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	07/04/2019
Sample type	Department Acceptance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	6 Beams	From where was the sample collected	Job Site
First name of sampler or witnessed by	Hamid	Last name of sampler or witnessed by	Arjamond
Title of sampler		Telephone number of sampler
Laboratory sample identification	23A1,23A2, 23B1, 23B2, 23C1,23C2	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson Riverside	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	42-xxxx
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	SC675B38
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	on jobsite at concrete truck	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-07-03-7

DIME Test ID: 2019-07-03-7-1

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: 2019-07-19

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 B

Input Type: Calculated

Tester's full name: A. ALZUBI, E. HAMEL

Date of test: 07/16/2019

Identification number: 23A1

Width of specimen: 6 inch

Depth of specimen: 6.0625 inch

Span length of specimen: 18 inch

Maximum load applied: 6565 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: 13 days

Modulus of rupture: no data

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

Test was verified on 7/19/2019 ✔