DIME - Test Summary

Summary for Test 2014-09-29-5-5

Test performed: ASTM C39-10

Sample Taken Date	09/29/2014	Sample Unique Key	5
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	09/29/2014
Sample type	Quality Control	A brief description of the sample	Abutment 1 Stage 2 Retaining Wall
The quantity of what the sample constitutes	1 bag	From where was the sample collected	Source
First name of sampler or witnessed by	Andrew	Last name of sampler or witnessed by	Santos
Title of sampler	Unknown	Telephone number of sampler	Unknown
Laboratory sample identification	Unknown	Linked DIME Sample ID	0
The fabricator/manufacturer/facility name	Folsom Ready Mix	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	SF718AFSTO
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	1050524
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Folsom Ready Mix Stockpile	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: 2014-09-29-5

DIME Test ID: 2014-09-29-5-5

Testing Lab: Viking Construction Company, Incorporated - Rancho Cordova

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

Test Release Date: 2014-10-13

Unit system used?: US Units

Number of specimens: 1

Test performed: With no density determined

Input Type: Calculated

Tester's full name: Andrew Santos

Date of test: 10/02/2014

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Maximum load on cylinder 1: 66630 lb

Type of fracture pattern of cylinder 1: 1

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

Correction factor for cylinder 1: 1

Age of specimen: 3 days

Compressive strength of cylinder (to nearest 10 psi): 2350 psi

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

Test was verified on 10/13/2014 ✔