DIME - Test Summary

Summary for Test 2022-09-13-55-1

Test performed: ASTM C39-18

Project Identifiers	Project ID: 209698 DEA: 072332E4 EFIS: 0700000391 COOP: 0705187
DIST-CO-RTE-PM	07-LA-I-5-45.4/54
Award Date	07/01/2021
Closeout Date	Not set
Work Description	Addition of 14 miles of HOV lanes in both directions would extend existing carpool lanes on the I- 5 in San Fernando Valley to Santa Clarita Valley
Location Description	The I-5 North Capacity Enhancements Project focuses on improvements to the I-5 freeway from cities of Santa Clarita and Castaic, beginning at the SR-14 interchange to Parker Rd.
QA Service Level	2 (Verified on 02/03/2021)

Sample Taken Date	09/13/2022	Sample Unique Key	55
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	09/14/2022
Sample type	Quality Control	A brief description of the sample	structural concrete
The quantity of what the sample constitutes	2 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Jose	Last name of sampler or witnessed by	Tellez
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	National Ready Mix	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	S63C451T1
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	S63C451T1
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	RW 2708	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-09-13-55

DIME Test ID: 2022-09-13-55-1

Testing Lab: Sequoia Consultants

Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2022-12-09

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Javier Lopez

Date of test: 10/11/2022

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

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

Maximum load on cylinder 1: 105400 lb

Maximum load on cylinder 2: 109790 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

Correction factor for cylinder 2: 1

Age of specimen: 28 days

Age of specimen in hours: 0 hours

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength (to nearest 10 psi): 3810 psi

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

Test was verified on 12/9/2022 ✔