DIME - Test Summary

Summary for Test 2014-02-20-6529-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 8127 DEA: 080N5904 EFIS: 0800000533
DIST-CO-RTE-PM	08-SBD-40-R85.2
Award Date	02/07/2013
Closeout Date	05/11/2015
Work Description	CONSTRUCT PC/PS BULB-TEE GIRDER BRIDGE
Location Description	SAN BERNARDINO COUNTY NEAR ESSEX AT VAN WINKLE WASH BRIDGE
QA Service Level	1 (Verified on 12/10/2012)

Sample Taken Date	02/20/2014	Sample Unique Key	6529
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	02/28/2014
Sample type	Verification	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	6 cylinders	From where was the sample collected	Source
First name of sampler or witnessed by	Larry	Last name of sampler or witnessed by	caltrans
Title of sampler	Not set	Telephone number of sampler	Not set
Laboratory sample identification	Not set	Linked DIME Sample ID	Not set
The fabricator/manufacturer/facility name	High Grade-08 Oro grand	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Not set
Structure name	Not set

Material Type	Concrete	The concrete mix design number	SITI72SK
The truck number from where the sample was collected	Not set	The batch plant ticket number from where the sample was collected	81725
Concrete batch plant	Not set	The fabricator/manufacturer designation for the sample	Not set
A detailed description of where the material sample was collected	Deck	Where the material sample would have been placed if not sampled	Not set
From Lot No.	Not set	Bag Lot No.	Not set

DIME Sample ID: 2014-02-20-6529

DIME Test ID: 2014-02-20-6529-1

Testing Lab: Twining, Incorporated - San Bernardino

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

Test Release Date: 2014-03-21

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Andrew Solis

Date of test: 03/21/2014

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 140500 lb

Maximum load on cylinder 2: 141000 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

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength of cylinder 1: 4952.4 psi

Compressive strength of cylinder 2: 4970.0 psi

Compressive strength (to nearest 10 psi): 4960 psi

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

Test was verified on 3/21/2014 ✔