DIME - Test Summary

Summary for Test 2020-08-13-19-1

Test performed: CTM 521-June 2020

Project Identifiers	Project ID: 214756 DEA: 050N7AU4 EFIS: 0520000030
DIST-CO-RTE-PM	05-SB-101-1.4/4.8
Award Date	Not set
Closeout Date	09/27/2022
Work Description	Segment 4A - Carpinteria: Construct HOV lanes and rehabilitation. Source inspection of sign structure trusses, lighting structures, epoxy coated rebar, precast box culverts, precast RCP.
Location Description	CARPINTERIA FROM 0.2 MILE SOUTH OF BAILARD AVENUE OVERCROSSING TO 0.7 MILE SOUTH OF SOUTH PADARO LANE
QA Service Level	1 (Verified on 03/09/2020)

Sample Taken Date	08/13/2020	Sample Unique Key	19
Date that the sample was received by the laboratory/organization performing the testing	08/14/2020	Sample type	Quality Control
A brief description of the sample	Concrete	The quantity of what the sample constitutes	100 cy
From where was the sample collected	Job Site	First name of sampler or witnessed by	Jerome
Last name of sampler or witnessed by	Ayers	Title of sampler	Field Technician
Telephone number of sampler		Laboratory sample identification	C081320-401
Linked DIME Sample ID		The fabricator/manufacturer/facility name	Hanson Goleta
Transportation Laboratory (TL) Number		Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier		Structure name	Sound Wall 4C Pile Cap
Bid Item	Not set

Material Type	Concrete	The concrete mix design number	63511N0P
The truck number from where the sample was collected	528	The batch plant ticket number from where the sample was collected	543621
Concrete batch plant	Hanson Goleta	The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected	Ready Mix Chute	Where the material sample would have been placed if not sampled	Sound Wall 4C
From Lot No.		Bag Lot No.

DIME Sample ID: 2020-08-13-19

DIME Test ID: 2020-08-13-19-1

Testing Lab: Sequoia Consultants

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

Test Release Date: 2020-09-16

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Carlos Fuentes

Date of test: 09/10/2020

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 119180 lb

Maximum load on cylinder 2: 120060 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: 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): 4240 psi

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

Test was verified on 9/16/2020 ✔