DIME - Test Summary

Summary for Test 2023-04-15-10-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 993844 DEA: 070W1004 EFIS: 0721000043
DIST-CO-RTE-PM	07-LA-5-31.8/42.6
Award Date	06/28/2022
Closeout Date	Not set
Work Description	PLACE RUBBERIZED HMA (GAP GRADED)
Location Description	LOS ANGELES COUNTY IN BURBANK AND LOS ANGELES FROM COHASSET STREET UNDERCROSSING TO ROXFORD STREET UNDERCROSSING
QA Service Level	1 (Verified on 09/20/2022)

Sample Taken Date	04/15/2023	Sample Unique Key	10
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	04/15/2023
Sample type	Department Acceptance	A brief description of the sample	6x6x21 beams
The quantity of what the sample constitutes	200 yd3	From where was the sample collected	Job Site
First name of sampler or witnessed by	Rosauro	Last name of sampler or witnessed by	Nogoy
Title of sampler	TEC	Telephone number of sampler	2137939321
Laboratory sample identification	23-0448	Linked DIME Sample ID
The fabricator/manufacturer/facility name	George Throop	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	2010-007
The truck number from where the sample was collected	0	The batch plant ticket number from where the sample was collected	1
Concrete batch plant		The fabricator/manufacturer designation for the sample
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
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-04-15-10

DIME Test ID: 2023-04-15-10-1

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

Test Method: CTM 524-March 2013: Method of Test for Flexural Strength Of Rapid Strength Concrete

Test Release Date: 2023-05-05

Number of specimens: 3

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

Fracture occurred at a capped section: No

Is a beam dimensional correction factor used?: No

Input Type: Measured

Tester's full name: Rosauro Nogoy

Date of test: 04/18/2023

Identification number: 23-0448

Width of specimen: 6 inch

Width of specimen 2: 6 inch

Width of specimen 3: 6 inch

Depth of specimen: 6.0625 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 6.0625 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 6750 lb

Maximum load applied 2: 7670 lb

Maximum load applied 3: 7848 lb

Curing history and apparent moisture condition of the specimen: 0

If specimen was capped, ground or if leather shims were used: 0

Defects in specimen, including numbers of beams discarded during test: 0

Age of specimen: 3 days

Age of specimen in hours: no data

Modulus of rupture: 580 psi

Modulus of rupture 2: 660 psi

Modulus of rupture 3: 670 psi

Modulus of rupture average: 640 psi

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

Test was verified on 5/5/2023 ✔