DIME - Test Summary

Summary for Test 2017-12-27-2-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 208945 DEA: 07288604 EFIS: 0700021080 COOP: 074663
DIST-CO-RTE-PM	07-LA-710-6.0-9.4
Award Date	09/02/2011
Closeout Date	Not set
Work Description	Gerald Desmond Bridge Replacement - A Design Build project. IQA samples will be selected by Port/Caltrans representatives and sent to Translab for testing.
Location Description	Port of Long Beach (District 7)
QA Service Level	1 (Verified on 06/03/2013)

Sample Taken Date	12/27/2017	Sample Unique Key	2
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	01/23/2018
Sample type	Verification	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	2 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	jennifer	Last name of sampler or witnessed by	olarte
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	sfi precast	Transportation Laboratory (TL) Number	0000000
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	SFI-LWSBS5
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	000000000000000
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Jobsite	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2017-12-27-2

DIME Test ID: 2017-12-27-2-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2018-01-30

Unit system used?: US Units

Number of specimens: 1

Test performed: With no density determined

Input Type: Measured

Tester's full name: Bang

Date of test: 01/30/2018

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.00 in

Maximum load on cylinder 1: 189086 lb

Type of fracture pattern of cylinder 1: 2

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

Correction factor for cylinder 1: 1

Age of specimen: 34 days

Cross sectional area of cylinder 1: 28.27 in^2

Compressive strength of cylinder (to nearest 10 psi): 6690 psi

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

Source: Partner Data Point File

Test graph for Cylinder Code 1 of 1

Test was verified on 1/30/2018 ✔