DIME - Test Summary

Summary for Test 2022-12-18-15-1

Test performed: ASTM C293-10

Project Identifiers	Project ID: 213598 DEA: 051F75U4 EFIS: 0518000092
DIST-CO-RTE-PM	05-MON-101-R36.9/47.7
Award Date	01/16/2019
Closeout Date	01/11/2024
Work Description	CRCP, SEISMIC RETROFIT, BRIDGE WIDENING AND MEDIAN BARRIER
Location Description	MONTEREY COUNTY IN AND NEAR KING CITY FROM 0.4 MILE SOUTH OF WILD HORSE ROAD OVERCROSSING TO TEAGUE AVENUE
QA Service Level	1 (Verified on 10/11/2018)

Sample Taken Date	12/18/2022	Sample Unique Key	15
Will the laboratory/organization for which you are a member perform testing on this material sample?	No	Date that the sample was received by the laboratory/organization performing the testing	12/18/2022
Sample type	Quality Assurance	A brief description of the sample	Concrete beams
The quantity of what the sample constitutes	1000CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	SAL	Last name of sampler or witnessed by	Zepeda
Title of sampler	Consultant Tester	Telephone number of sampler	15594738770
Laboratory sample identification	221218-1	Linked DIME Sample ID
The fabricator/manufacturer/facility name	OHL Batch Plant	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	SCI-12101-4
The truck number from where the sample was collected	19	The batch plant ticket number from where the sample was collected	10
Concrete batch plant		The fabricator/manufacturer designation for the sample	Batch plant
A detailed description of where the material sample was collected	Loader bucket	Where the material sample would have been placed if not sampled	Salinas River Bridge
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-12-18-15

DIME Test ID: 2022-12-18-15-1

Testing Lab: CT D05 - Paso Robles Field Laboratory

Test Method: ASTM C293-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)

Test Release Date: 2023-02-27

Unit system used?: US Units

Input Type: Calculated

Tester's full name: Sal Zepeda

Date of test: 12/18/2022

Identification number: 221218-1

Width of specimen: 6 inch

Depth of specimen: 6 inch

Span length of specimen: 21 inch

Maximum load applied: 109440 lb

Curing history and apparent moisture condition of the specimen: Sand pit

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

Defects in specimen: none

Age of specimen: 28 days

Modulus of rupture: 760 psi

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

Test was verified on 2/27/2023 ✔