DIME - Test Summary

Summary for Test 2016-05-10-6-1

Test performed: ASTM C39-17a

Project Identifiers	Project ID: 208682 DEA: 083401U4 EFIS: 0800000609
DIST-CO-RTE-PM	08-SBD-138,138-6.2/6.4,2.3/R15.2
Award Date	09/10/2014
Closeout Date	06/23/2021
Work Description	WIDEN TO 4 LNS FR BEEKLEY RD TO JCT 15, ADD 1 LN EB FR PHELAN RD TO
Location Description	SAN BERNARDINO COUNTY ON ROUTE 138 NEAR PHELAN FROM 0.6 MILE WEST OF PHELAN ROAD TO THE JUNCTION OF ROUTE 15 AND ON ROUTE 2 FROM 0.1 MILE NORTH OF WILD HORSE CANYON ROAD TO ROUTE 138
QA Service Level	1 (Verified on 03/11/2013)

Sample Taken Date	05/10/2016	Sample Unique Key	6
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	05/13/2016
Sample type	Quality Control	A brief description of the sample	6x12
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	m	Last name of sampler or witnessed by	rahman
Title of sampler	te civil	Telephone number of sampler	Unknown
Laboratory sample identification	908-01	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	np	Transportation Laboratory (TL) Number	1
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	RW FOOTING AT ABUT 1AND2
Structure name	WILD LIFE UC 2

Material Type	Concrete	The concrete mix design number	siti72a
The truck number from where the sample was collected	0	The batch plant ticket number from where the sample was collected	726889
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	LOAD 4	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2016-05-10-6

DIME Test ID: 2016-05-10-6-1

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: 2016-06-07

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: 06/07/2016

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 5.98 in

Average diameter of cylinder 2: 5.98 in

Maximum load on cylinder 1: 150030 lb

Maximum load on cylinder 2: 138260 lb

Type of fracture pattern of cylinder 1: 3

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

Correction factor for cylinder 2: no data

Age of specimen: 28 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 28.09 in^2

Cross sectional area of cylinder 2: 28.09 in^2

Compressive strength of cylinder 1: 5341.0 psi

Compressive strength of cylinder 2: 4922.0 psi

Compressive strength (to nearest 10 psi): 5130 psi

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

Test was verified on 6/7/2016 ✔