DIME - Test Summary

Summary for Test 2022-02-05-9-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214671 DEA: 07303904 EFIS: 0714000044
DIST-CO-RTE-PM	07-LA-10-31.2/37.2
Award Date	11/25/2020
Closeout Date	10/11/2023
Work Description	LANE REPLACEMENT
Location Description	LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE EAST OF THE 10/605 SEPARATION TO 0.3 MILE WEST OF CITRUS STREET OVERCROSSING
QA Service Level	1 (Verified on 01/21/2021)

Sample Taken Date	02/05/2022	Sample Unique Key	9
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	02/05/2022
Sample type	Quality Assurance	A brief description of the sample	A set of 2 LCB RS cylinders
The quantity of what the sample constitutes	500 CY	From where was the sample collected	Job Site
First name of sampler or witnessed by	Edmond	Last name of sampler or witnessed by	Jabbour
Title of sampler	Field Materials Tester	Telephone number of sampler	9092398226
Laboratory sample identification	22-0214	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving Burbank 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	G322LRS271
The truck number from where the sample was collected	Load 11	The batch plant ticket number from where the sample was collected	183757
Concrete batch plant	Security Paving Burbank 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
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-02-05-9

DIME Test ID: 2022-02-05-9-1

Testing Lab: Kleinfelder, Incorporated - Los Angeles

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

Test Release Date: 2022-02-07

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Edmond Jabbour

Date of test: 02/05/2022

Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 0 lb

Maximum load on cylinder 2: 0 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): Witness QC. Placeholders inserted above.

Correction factor for cylinder 1: 1

Correction factor for cylinder 2: 1

Age of specimen: 0 days

Age of specimen in hours: 4 hours

Cross sectional area of cylinder 1: 0 in^2

Cross sectional area of cylinder 2: 0 in^2

Compressive strength (to nearest 10 psi): 850 psi

General comments (publicly viewable) (Max 1000 characters): Witness QC. Placeholders inserted above. Average psi of 850 at 4 hours.

Test was verified on 2/7/2022 ✔