DIME - Test Summary

Summary for Test 2019-03-19-15-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 209694 DEA: 080J0704 EFIS: 0800000282
DIST-CO-RTE-PM	08-SBD-215-0.6/1.7
Award Date	10/17/2017
Closeout Date	04/23/2020
Work Description	(Alternative Delivery) The CMGC project will reconstruct and improve interchange of I-215 and Barton Road in the City of Grand Terrace, CA.
Location Description	Grade separation at Intersection of I-215 and Barton Road near Grand Terrace, CA. ? On I-215 between I-10 and SR-60.
QA Service Level	1 (Verified on 12/11/2017)

Sample Taken Date	03/19/2019	Sample Unique Key	15
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	03/27/2019
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	EDDY	Last name of sampler or witnessed by	SCOTT
Title of sampler	ASR	Telephone number of sampler
Laboratory sample identification	975-319	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Robertson Riverside	Transportation Laboratory (TL) Number	20190319
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	bent 2 column middle
Structure name	bent 2 column middle

Material Type	Concrete	The concrete mix design number	SC590B38
The truck number from where the sample was collected	1116	The batch plant ticket number from where the sample was collected	4363358
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	MYERS
A detailed description of where the material sample was collected	20cy	Where the material sample would have been placed if not sampled	bent 2 column middle
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-03-19-15

DIME Test ID: 2019-03-19-15-1

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: 2019-04-17

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: 04/09/2019

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.02 in

Average diameter of cylinder 2: 6.02 in

Maximum load on cylinder 1: 119520 lb

Maximum load on cylinder 2: 120710 lb

Type of fracture pattern of cylinder 1: 1

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: 1

Age of specimen: 21 days

Cross sectional area of cylinder 1: 28.46 in^2

Cross sectional area of cylinder 2: 28.46 in^2

Compressive strength of cylinder 1: 4199.6 psi

Compressive strength of cylinder 2: 4241.4 psi

Compressive strength (to nearest 10 psi): 4220 psi

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

Test was verified on 4/10/2019 ✔