DIME - Test Summary

Summary for Test 2022-02-25-35-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 215257 DEA: 11056374 EFIS: 1117000087
DIST-CO-RTE-PM	11-SD-11-0.6/2.7
Award Date	02/16/2021
Closeout Date	Not set
Work Description	CONSTRUCT INTERCHANGE, PLACE JPCP, HMA, AND INSTALL LIGHTING.
Location Description	SAN DIEGO COUNTY NEAR SAN DIEGO FROM 0.2 MILE WEST OF SANYO AVENUE UNDERCROSSING TO 1.2 MILE EAST OF ENRICO FERMI DRIVE OVERCROSSING
QA Service Level	1 (Verified on 11/25/2020)

Sample Taken Date	02/25/2022	Sample Unique Key	35
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	02/25/2022
Sample type	Quality Control	A brief description of the sample	Siempre Viva - 1 B.W. and P.T.
The quantity of what the sample constitutes	20 cy	From where was the sample collected	Job Site
First name of sampler or witnessed by	Chistopher	Last name of sampler or witnessed by	Acevedo
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Otay 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	RRM 21063
The truck number from where the sample was collected		The batch plant ticket number from where the sample was collected	6590418
Concrete batch plant		The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	truck chute	Where the material sample would have been placed if not sampled
From Lot No.		Bag Lot No.

DIME Sample ID: 2022-02-25-35

DIME Test ID: 2022-02-25-35-1

Testing Lab: Sequoia Consultants

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

Test Release Date: 2022-04-13

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Larry Fukushima

Date of test: 04/08/2022

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: 182080 lb

Maximum load on cylinder 2: 180660 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: 42 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): 6420 psi

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

Test was verified on 4/13/2022 ✔