DIME - Test Summary

Summary for Test 2022-04-02-15-1

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	04/02/2022	Sample Unique Key	15
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	04/02/2022
Sample type	Department Acceptance	A brief description of the sample	6"x12" LCBRS cylinder
The quantity of what the sample constitutes	500 cubic yards	From where was the sample collected	Manufacturer
First name of sampler or witnessed by	George	Last name of sampler or witnessed by	Zacarias
Title of sampler	G3 Quality Technician	Telephone number of sampler
Laboratory sample identification	22-0628	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving batch plant	Transportation Laboratory (TL) Number	22-0628
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name

Material Type	Concrete	The concrete mix design number	G3-22LRS-271R
The truck number from where the sample was collected	1987	The batch plant ticket number from where the sample was collected	235421
Concrete batch plant	Security Paving Durbin	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Discharge from concrete truck into wheelbarrow.	Where the material sample would have been placed if not sampled	NA
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-04-02-15

DIME Test ID: 2022-04-02-15-1

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

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

Test Release Date: 2022-04-11

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Robert Achuela

Date of test: 04/09/2022

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

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 95644 lb

Maximum load on cylinder 2: 101787 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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: 7 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength of cylinder 1: 3371.3 psi

Compressive strength of cylinder 2: 3587.8 psi

Compressive strength (to nearest 10 psi): 3480 psi

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

Test was verified on 4/11/2022 ✔