DIME - Test Summary

Summary for Test 2022-03-13-11-1

Test performed: CTM 523-July 2012

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	03/13/2022	Sample Unique Key	11
Date that the sample was received by the laboratory/organization performing the testing	03/14/2022	Sample type	Quality Assurance
A brief description of the sample	SCI-12101-4 : OHL Batched Plant	The quantity of what the sample constitutes	123 cy
From where was the sample collected	Fabricator	First name of sampler or witnessed by	Mathew
Last name of sampler or witnessed by	Spencer	Title of sampler	TET
Telephone number of sampler	8057790845	Laboratory sample identification
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
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	SCI-12101-4
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	14
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	At the OHL Batch Plant.	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-03-13-11

DIME Test ID: 2022-03-13-11-1

Testing Lab: CT D05 - Big Sur Field Laboratory

Test Method: CTM 523-July 2012: Method of Test for Flexural Strength of Concrete

Test Release Date: 2022-12-09

What test method is being used?: Third-Point Loading

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

Lab procedure used: Method A

Input Type: Calculated

Tester's full name: Mathew Spencer

Date of test: 03/14/2022

Identification number: 220314

Width of specimen: 6 inch

Depth of specimen: 6 inch

Span length of specimen: 21 inch

Maximum load applied: 0 lb

Curing history and apparent moisture condition of the specimen: good

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

Defects in specimen: no

Age of specimen: 28 days

Modulus of rupture: 740 psi

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

Test was verified on 12/9/2022 ✔