DIME - Test Summary

Summary for Test 2016-08-25-2-3

Test performed: ASTM C39-10

Project Identifiers	Project ID: 3825 DEA: 07138204 EFIS: 0700000142
DIST-CO-RTE-PM	07-LA-47,103-3.5/4.6,0.0/1.1
Award Date	06/30/2011
Closeout Date	07/14/2022
Work Description	REPLACE STEEL BRIDGE WITH CIP PS CONCRETE BOX GIRDER BRIDGE AND RAMPS.
Location Description	LOS ANGELES COUNTY IN LONG BEACH AND LOS ANGELES ON ROUTE 47 FROM OCEAN BOULEVARD TO ROUTE 103 JUNCTION AND ON ROUTE 103 FROM ROUTE 47 JUNCTION TO ANAHEIM STREET OVERHEAD
QA Service Level	1 (Verified on 03/29/2012)

Sample Taken Date	08/25/2016	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	08/29/2016
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	6	From where was the sample collected	Job Site
First name of sampler or witnessed by	ERIC	Last name of sampler or witnessed by	OJIYI
Title of sampler	Assistant Structure Representative	Telephone number of sampler	Unknown
Laboratory sample identification	816-16B	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Jobsite	Transportation Laboratory (TL) Number	8252016B
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	NOT PROVIDED
Structure name	Span 3 4 5 Bridge Deck

Material Type	Concrete	The concrete mix design number	S75133
The truck number from where the sample was collected	495	The batch plant ticket number from where the sample was collected	185856
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Chute discharge into wheel barrel	Where the material sample would have been placed if not sampled	SPAN 3 4 5 BRIDGE DECK
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2016-08-25-2

DIME Test ID: 2016-08-25-2-3

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2016-10-07

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: 10/06/2016

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: 164360 lb

Maximum load on cylinder 2: 166160 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: no data

Age of specimen: 28 days

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: 5813.9 psi

Compressive strength of cylinder 2: 5877.6 psi

Compressive strength (to nearest 10 psi): 5850 psi

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

Test was verified on 10/7/2016 ✔