DIME - Test Summary

Summary for Test 2023-01-12-54-4

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 994438 DEA: 120U1604 EFIS: 1223000043
DIST-CO-RTE-PM	12-ORA-1-12.07
Award Date	10/03/2022
Closeout Date	07/28/2023
Work Description	CONSTRUCT SOLDIER PILE WALL AND PRE-CAST CONCRETE LAGGING, CEMENT SLURRY BACKFILL
Location Description	Culvert Failure and Shoulder Lost on SR-1 (PCH) in City of Laguna Beach.
QA Service Level	1 (Verified on 12/15/2022)

Sample Taken Date	01/12/2023	Sample Unique Key	54
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	01/13/2023
Sample type	Quality Assurance	A brief description of the sample	4x8 concrete cylinders
The quantity of what the sample constitutes	8	From where was the sample collected	Job Site
First name of sampler or witnessed by	Kenny	Last name of sampler or witnessed by	Do
Title of sampler		Telephone number of sampler	9498727223
Laboratory sample identification	23-0001	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson's / Irvine	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	RRM20012
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	Concrete from wheelbarrow	Where the material sample would have been placed if not sampled	Batch Plant Trial Batch
From Lot No.		Bag Lot No.

DIME Sample ID: 2023-01-12-54

DIME Test ID: 2023-01-12-54-4

Testing Lab: CT D12 - Huntington Beach Field Laboratory

Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders

Test Release Date: 2023-02-10

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Dan Morris

Date of test: 02/09/2023

Capped in accordance with?: ASTM C39 - Ground End

Average diameter of cylinder 1: 4.00 in

Average diameter of cylinder 2: 4.00 in

Maximum load on cylinder 1: 81150 lb

Maximum load on cylinder 2: 79920 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 12.56 in^2

Cross sectional area of cylinder 2: 12.56 in^2

Compressive strength (to nearest 10 psi): 6410 psi

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

Test was verified on 2/10/2023 ✔