DIME - Test Summary

Summary for Test 2016-09-16-9-1

Test performed: ASTM C39-17a

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	09/16/2016	Sample Unique Key	9
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	09/21/2016
Sample type	Quality Assurance	A brief description of the sample	concrete cylinders
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	angelo	Last name of sampler or witnessed by	perez
Title of sampler	ASSISTANT IQA ENGINEER	Telephone number of sampler	Unknown
Laboratory sample identification	866-60e	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	A and A	Transportation Laboratory (TL) Number	0916160E-Tower 17
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 scc
The truck number from where the sample was collected	0436	The batch plant ticket number from where the sample was collected	19010455
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	chute	Where the material sample would have been placed if not sampled	lift 12 elev 211 54 to 224 54
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2016-09-16-9

DIME Test ID: 2016-09-16-9-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2016-10-20

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matthew Clayton

Date of test: 10/14/2016

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.03 in

Average diameter of cylinder 2: 6.03 in

Maximum load on cylinder 1: 229910 lb

Maximum load on cylinder 2: 233900 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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: no data

Age of specimen: 28 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 28.56 in^2

Cross sectional area of cylinder 2: 28.56 in^2

Compressive strength of cylinder 1: 8050.1 psi

Compressive strength of cylinder 2: 8189.8 psi

Compressive strength (to nearest 10 psi): 8120 psi

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

Test was verified on 10/20/2016 ✔