DIME - Test Summary

Summary for Test 2023-07-27-92-1

Test performed: ASTM C78-18

Project Identifiers	Project ID: 214670 DEA: 07331004 EFIS: 0716000220
DIST-CO-RTE-PM	07-VEN-101-9.0/9.2
Award Date	04/13/2022
Closeout Date	Not set
Work Description	CONCRETE SLAB REPLACEMENT & GRIND, PAVEMENT & RESURFACE ACE
Location Description	VENTURA COUNTY IN THOUSAND OAKS FROM NORTHBOUND OFF-RAMP TO SOUTHBOUND OFF-RAMP AT CONEJO COMMERCIAL VEHICLE ENFORCEMENT FACILITIES
QA Service Level	1 (Verified on 07/12/2021)

Sample Taken Date	07/27/2023	Sample Unique Key	92
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	07/28/2023
Sample type	Department Acceptance	A brief description of the sample	JPCP-BEAMS @ 28 days
The quantity of what the sample constitutes	140 cu. yd. Approx.	From where was the sample collected	Job Site
First name of sampler or witnessed by	Philip	Last name of sampler or witnessed by	Maquiran
Title of sampler	MREA	Telephone number of sampler	(213) 358-1518
Laboratory sample identification	23-1166	Linked DIME Sample ID
The fabricator/manufacturer/facility name	National Ready Mix Concrete Company	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	S63C351
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	Load 3
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Sampled from chute of ready mix truck	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-07-27-92

DIME Test ID: 2023-07-27-92-1

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

Test Method: ASTM C78-18: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

Test Release Date: 2023-10-25

Number of specimens: 3

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: Calculated

Tester's full name: Phillip Maquiran

Date of test: 08/24/2023

Identification number: 23-1166

Width of specimen: 6.00 inch

Width of specimen 2: 6.00 inch

Width of specimen 3: 5.95 inch

Depth of specimen: 6.05 inch

Depth of specimen 2: 6.05 inch

Depth of specimen 3: 6.05 inch

Span length of specimen: 18 inch

Span length of specimen 2: 18 inch

Span length of specimen 3: 18 inch

Maximum load applied: 6744 lb

Maximum load applied 2: 6719 lb

Maximum load applied 3: 6340 lb

Curing history and apparent moisture condition of the specimen: Damp

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

Defects in specimen: No

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Modulus of rupture: 555 psi

Modulus of rupture 2: 550 psi

Modulus of rupture 3: 525 psi

Modulus of rupture average: 545 psi

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

Test was verified on 10/25/2023 ✔