DIME - Test Summary

Summary for Test 2019-02-01-6-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 210569 DEA: 083555V4 EFIS: 0814000086
DIST-CO-RTE-PM	08-SBD-15-42.5/46.0
Award Date	11/05/2015
Closeout Date	01/18/2022
Work Description	WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description	SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
QA Service Level	1 (Verified on 10/15/2015)

Sample Taken Date	02/01/2019	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	02/08/2019
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	md	Last name of sampler or witnessed by	radman
Title of sampler	TE Civil	Telephone number of sampler
Laboratory sample identification	934-201	Linked DIME Sample ID
The fabricator/manufacturer/facility name	agon inc ore grande	Transportation Laboratory (TL) Number	20190201
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	MOJAVE RIVER BRIDGE WIDEN and NEW
Structure name	MOJAVE RIVER BRIDGE WIDEN and NEW

Material Type	Concrete	The concrete mix design number	SITI72A
The truck number from where the sample was collected	181	The batch plant ticket number from where the sample was collected	847114
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	AMES CONSTRUCTION
A detailed description of where the material sample was collected	120 cy	Where the material sample would have been placed if not sampled	MOJAVE RIVER BRIDGE WIDEN and NEW
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-02-01-6

DIME Test ID: 2019-02-01-6-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

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

Test Release Date: 2019-03-08

Unit system used?: US Units

Number of specimens: 2

Test performed: With no density determined

Input Type: Measured

Tester's full name: MM

Date of test: 03/01/2019

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.02 in

Average diameter of cylinder 2: 6.00 in

Maximum load on cylinder 1: 157260 lb

Maximum load on cylinder 2: 136040 lb

Type of fracture pattern of cylinder 1: 3

Type of fracture pattern of cylinder 2: 3

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: 1

Age of specimen: 28 days

Cross sectional area of cylinder 1: 28.46 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength of cylinder 1: 5525.7 psi

Compressive strength of cylinder 2: 4812.2 psi

Compressive strength (to nearest 10 psi): 5170 psi

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

Test was verified on 3/1/2019 ✔