DIME - Test Summary

Summary for Test 2018-06-20-39-3

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	06/20/2018	Sample Unique Key	39
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	06/21/2018
Sample type	Quality Assurance	A brief description of the sample	6X12
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	sherri	Last name of sampler or witnessed by	brannon
Title of sampler	QA Inspector	Telephone number of sampler	Unknown
Laboratory sample identification	866-0620	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	AA Ready Mix	Transportation Laboratory (TL) Number	L48-039-18
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	373	The batch plant ticket number from where the sample was collected	429225
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	site	Where the material sample would have been placed if not sampled	Lightweight Deck Slabs A1 3 and B16B 243
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2018-06-20-39

DIME Test ID: 2018-06-20-39-3

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: 2019-06-06

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: JAL

Date of test: 10/10/2018

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: 217685 lb

Maximum load on cylinder 2: 211365 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: 112 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength of cylinder 1: 7700.2 psi

Compressive strength of cylinder 2: 7476.7 psi

Compressive strength (to nearest 10 psi): 7590 psi

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

Test was verified on 5/30/2019 ✔