DIME - Test Summary

Summary for Test 2019-10-15-14-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 213651 DEA: 08388524 EFIS: 0812000124
DIST-CO-RTE-PM	08-SBD-330-32.3/32.6,33.4/33.8
Award Date	11/28/2018
Closeout Date	10/23/2020
Work Description	REPLACE BRIDGE RAILS AND APPROACH RAILS.
Location Description	SAN BERNARDINO COUNTY FROM 0.2 MILE SOUTH TO 0.1 MILE NORTH OF CITY CREEK BRIDGE AND FROM 0.3 MILE SOUTH TO 0.1 MILE NORTH OF EAST CITY CREEK BRIDGE
QA Service Level	1 (Verified on 02/04/2019)

Sample Taken Date	10/15/2019	Sample Unique Key	14
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	10/16/2019
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	soroush	Last name of sampler or witnessed by	mavandadi
Title of sampler	ASR	Telephone number of sampler
Laboratory sample identification	998-15	Linked DIME Sample ID
The fabricator/manufacturer/facility name	ROBERTSONS REDLAND	Transportation Laboratory (TL) Number	20191015
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	East fork city creek Br, stage 2

Material Type	Concrete	The concrete mix design number	rrm19036
The truck number from where the sample was collected	1976	The batch plant ticket number from where the sample was collected	4967362
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	O DONNELL CONSTRUCTION
A detailed description of where the material sample was collected	4 cy	Where the material sample would have been placed if not sampled	East fork city creek Br stage 2
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-10-15-14

DIME Test ID: 2019-10-15-14-1

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: 2019-11-26

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: 11/12/2019

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.03 in

Average diameter of cylinder 2: 6.03 in

Maximum load on cylinder 1: 145630 lb

Maximum load on cylinder 2: 138380 lb

Type of fracture pattern of cylinder 1: 2

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: 28 days

Cross sectional area of cylinder 1: 28.56 in^2

Cross sectional area of cylinder 2: 28.56 in^2

Compressive strength of cylinder 1: 5099.1 psi

Compressive strength of cylinder 2: 4845.2 psi

Compressive strength (to nearest 10 psi): 4970 psi

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

Test was verified on 11/26/2019 ✔