DIME - Test Summary

Summary for Test 2021-12-10-21-1

Test performed: CTM 523-May 2020

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	12/10/2021	Sample Unique Key	21
Date that the sample was received by the laboratory/organization performing the testing	12/10/2021	Sample type	Department Acceptance
A brief description of the sample	cast concrete beams	The quantity of what the sample constitutes	700 yds
From where was the sample collected	Source	First name of sampler or witnessed by	LR
Last name of sampler or witnessed by	Collier	Title of sampler	TET
Telephone number of sampler	14242327257	Laboratory sample identification
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Security Paving batch plant
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	Center median rte 5 between Artesia and Valley View
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	G3-19-PCC-001
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	na
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	SKIPLOADER TO WHEELBARROW	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2021-12-10-21

DIME Test ID: 2021-12-10-21-1

Testing Lab: CT D07 - Materials Field Laboratory, Unit 1953

Test Method: CTM 523-May 2020: Method of Test for Flexural Strength of Concrete

Test Release Date: 2022-01-12

Number of specimens: 2

Unit system used?: US Units

Does the testing machine measure load or stress on the beam specimen?: Load

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

Is a beam dimensional correction factor used?: No

Input Type: Measured

Tester's full name: LR Collier

Date of test: 01/07/2022

Identification number: 22-00023

Width of specimen: 6.0 inch

Width of specimen 2: 6.0 inch

Depth of specimen: 6.0 inch

Depth of specimen 2: 6.0 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Maximum load applied: 7430 lb

Maximum load applied 2: 7280 lb

Curing history and apparent moisture condition of the specimen: na

If specimen was capped, ground or if leather shims were used: na

Defects in specimen: na

Age of specimen: 28 days

Age of specimen in hours: no data

Modulus of rupture: 650 psi

Modulus of rupture 2: 640 psi

Modulus of rupture average: 650 psi

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

Test was verified on 1/12/2022 ✔