DIME - Test Summary

Summary for Test 2022-04-13-39-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214573 DEA: 073096U4 EFIS: 0719000091
DIST-CO-RTE-PM	07-LA-210-R0.0/R9.7
Award Date	04/03/2020
Closeout Date	06/06/2024
Work Description	PLACE CONCRETE PAVEMENT, BARRIER, HMA, DRAINAGE, AND ELECTRICAL.
Location Description	LOS ANGELES COUNTY IN LOS ANGELES FROM INTERSTATE 5 TO WHEATLAND AVENUE UNDERCROSSING
QA Service Level	1 (Verified on 06/05/2020)

Sample Taken Date	04/13/2022	Sample Unique Key	39
Date that the sample was received by the laboratory/organization performing the testing	04/13/2022	Sample type	Department Acceptance
A brief description of the sample	LCB	The quantity of what the sample constitutes	50 CY
From where was the sample collected	Job Site	First name of sampler or witnessed by	Michelangelo
Last name of sampler or witnessed by	Sese	Title of sampler	TET
Telephone number of sampler	310-345-6204	Laboratory sample identification	22-0810
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Flatiron
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	LCB-3215-03
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	5
Concrete batch plant		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
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-04-13-39

DIME Test ID: 2022-04-13-39-1

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: 2022-04-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Michelangelo Sese

Date of test: 04/20/2022

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

Average diameter of cylinder 1: 6.03 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 14988 lb

Maximum load on cylinder 2: 15161 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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

Correction factor for cylinder 1: 1.00

Correction factor for cylinder 2: 1.00

Age of specimen: 7 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.56 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength of cylinder 1: 524.8 psi

Compressive strength of cylinder 2: 534.4 psi

Compressive strength (to nearest 10 psi): 530 psi

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

Test was verified on 4/21/2022 ✔