DIME - Test Summary

Summary for Test 2020-01-13-5-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625
DIST-CO-RTE-PM	08-RIV-15-34.7/51.6
Award Date	04/17/2017
Closeout Date	Not set
Work Description	(Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT
Location Description	Riverside County and SBD-15-0.0/1.3
QA Service Level	1 (Verified on 05/08/2017)

Sample Taken Date	01/13/2020	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	01/14/2020
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	6 concrete cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Milad	Last name of sampler or witnessed by	Warde
Title of sampler	TET	Telephone number of sampler
Laboratory sample identification	974-148	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertsons Ready Mix	Transportation Laboratory (TL) Number	148
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	6th Street UC Concrete Barrier Left Widening

Material Type	Concrete	The concrete mix design number	SC590B39
The truck number from where the sample was collected	1163	The batch plant ticket number from where the sample was collected	4810254
Concrete batch plant	Robertsons Ready Mix	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Load 1 at 10 Cubic Yards Placed	Where the material sample would have been placed if not sampled	6th Street UC Concrete Barrier Left Widening
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2020-01-13-5

DIME Test ID: 2020-01-13-5-1

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: 2020-02-03

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: 01/27/2020

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: 116750 lb

Maximum load on cylinder 2: 116180 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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: 14 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: 4129.8 psi

Compressive strength of cylinder 2: 4109.7 psi

Compressive strength (to nearest 10 psi): 4120 psi

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

Test was verified on 2/3/2020 ✔