DIME - Test Summary

Summary for Test 2014-02-14-12009281-2

Test performed: ASTM C39-10

Project Identifiers	Project ID: 7780 DEA: 112T1824 EFIS: 1100020051
DIST-CO-RTE-PM	11-SD-805-4.7/5.6
Award Date	01/03/2013
Closeout Date	09/07/2018
Work Description	REPLACE STRUCTURE AND CONSTRUCT DIRECT ACCESS RAMP (DAR).
Location Description	SAN DIEGO COUNTY IN CHULA VISTA FROM 0.4 MILE SOUTH OF EAST PALOMAR STREET OVERCROSSING TO 0.1 MILE NORTH OF NAPLES STREET UNDERCROSSING
QA Service Level	1 (Verified on 12/10/2012)

Sample Taken Date	02/14/2014	Sample Unique Key	12009281
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	03/18/2014
Sample type	Verification	A brief description of the sample	concrete cylinders
The quantity of what the sample constitutes	4 cylinders	From where was the sample collected	Other
First name of sampler or witnessed by	J	Last name of sampler or witnessed by	Mendez
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	Jobsite	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	RW 285L
Structure name	Not set

Material Type	Concrete	The concrete mix design number	103612F
The truck number from where the sample was collected	318	The batch plant ticket number from where the sample was collected	TBD
Concrete batch plant	Not set	The fabricator/manufacturer designation for the sample	Not set
A detailed description of where the material sample was collected	RW 285L Wall	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: 2014-02-14-12009281

DIME Test ID: 2014-02-14-12009281-2

Testing Lab: Leighton Consulting, Incorporated - San Diego

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

Test Release Date: 2014-03-26

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: Matt Vinet

Date of test: 03/14/2014

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: 105000 lb

Maximum load on cylinder 2: 101710 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 1

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

Correction factor for cylinder 1: 1.00

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: 3,714.2 psi

Compressive strength of cylinder 2: 3,597.8 psi

Compressive strength (to nearest 10 psi): 3660 psi

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

Test was verified on 3/26/2014 ✔