DIME - Test Summary

Summary for Test 2017-04-27-2-1

Test performed: ASTM C39-17a

Project Identifiers	Project ID: 209139 DEA: 071170U4 EFIS: 0700000085
DIST-CO-RTE-PM	07-LA-10-33.2/37.2
Award Date	02/10/2014
Closeout Date	03/01/2022
Work Description	CONSTRUCT HOV LANES, WIDEN BRIDGES, AND REALIGN RAMPS.
Location Description	LOS ANGELES COUNTY IN BALDWIN PARK AND WEST COVINA FROM 0.1 MILE WEST OF PUENTE AVENUE UNDERCROSSING TO 0.2 MILE EAST OF HOLLENBECK STREET UNDERCROSSING
QA Service Level	1 (Verified on 05/06/2014)

Sample Taken Date	04/27/2017	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	04/27/2017
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	4	From where was the sample collected	Job Site
First name of sampler or witnessed by	OSCAR	Last name of sampler or witnessed by	RODRIGUEZ
Title of sampler	ASR TEC	Telephone number of sampler	Unknown
Laboratory sample identification	882-273	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Holliday Upland	Transportation Laboratory (TL) Number	101101273
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	CT1-C2400
The truck number from where the sample was collected	275	The batch plant ticket number from where the sample was collected	101101273
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	plant
A detailed description of where the material sample was collected	TRUCK	Where the material sample would have been placed if not sampled	West Covina Parkway A1L Approach Slab
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2017-04-27-2

DIME Test ID: 2017-04-27-2-1

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: 2017-05-01

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: 05/01/2017

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.00 in

Average diameter of cylinder 2: 6.02 in

Maximum load on cylinder 1: 82540 lb

Maximum load on cylinder 2: 82560 lb

Type of fracture pattern of cylinder 1: 1

Type of fracture pattern of cylinder 2: 4

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: 4 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 28.27 in^2

Cross sectional area of cylinder 2: 28.46 in^2

Compressive strength of cylinder 1: 2919.7 psi

Compressive strength of cylinder 2: 2900.9 psi

Compressive strength (to nearest 10 psi): 2910 psi

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

Test was verified on 5/1/2017 ✔