DIME - Test Summary

Summary for Test 2024-04-01-31-1

Test performed: CTM 524-March 2013

Project Identifiers	Project ID: 993387 DEA: 07323404 EFIS: 0716000064
DIST-CO-RTE-PM	07-LA-5-R59.5/R67.9
Award Date	Not set
Closeout Date	Not set
Work Description	PLACE CULVERT, REPLACE DRAINAGE SYSTEM, RECONST ROADWAY & EMBANKMENT.
Location Description	LOS ANGELES COUNTY AT VARIOUS LOCATIONS FROM LAKE HUGHES ROAD UNDERCROSSING TO 1.9 MILES NORTH OF TEMPLIN HIGHWAY UNDERCROSSING
QA Service Level	1 (Verified on 12/06/2021)

Sample Taken Date	04/01/2024	Sample Unique Key	31
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	04/01/2024
Sample type	Quality Assurance	A brief description of the sample	6"x12" cylinders for RSC
The quantity of what the sample constitutes	10 cubic yards	From where was the sample collected	Job Site
First name of sampler or witnessed by	Aleksey	Last name of sampler or witnessed by	Souglobov
Title of sampler		Telephone number of sampler
Laboratory sample identification	24-0550	Linked DIME Sample ID
The fabricator/manufacturer/facility name	N/A	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	G3-24-CTS-368
The truck number from where the sample was collected		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	wheelbarrow	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2024-04-01-31

DIME Test ID: 2024-04-01-31-1

Testing Lab: Alta Vista Solutions - Whittier

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

Test Release Date: 2024-04-17

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: Aleksey Souglobov

Date of test: 04/11/2024

Identification number: 24-0550

Width of specimen: 6 inch

Width of specimen 2: 6.0625 inch

Width of specimen 3: 6.0625 inch

Depth of specimen: 6 inch

Depth of specimen 2: 6.0625 inch

Depth of specimen 3: 6 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 6727 lb

Maximum load applied 2: 7005 lb

Maximum load applied 3: 7143 lb

Curing history and apparent moisture condition of the specimen: Sand

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

Defects in specimen, including numbers of beams discarded during test: No

Age of specimen: 10 days

Age of specimen in hours: no data

Modulus of rupture: 590 psi

Modulus of rupture 2: 590 psi

Modulus of rupture 3: 620 psi

Modulus of rupture average: 600 psi

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

Test was verified on 4/17/2024 ✔