DIME - Test Summary

Summary for Test 2019-01-12-5-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 212910 DEA: 080K2914 EFIS: 0812000098
DIST-CO-RTE-PM	08-SBD-10-30.9/33.3
Award Date	03/06/2018
Closeout Date	09/04/2019
Work Description	LANE REPLACEMENT
Location Description	SAN BERNARDINO COUNTY IN REDLANDS FROM ORANGE STREET UNDERCROSSING TO REDLANDS BLVD OFF-RAMP UNDERCROSSING
QA Service Level	1 (Verified on 05/02/2018)

Sample Taken Date	01/12/2019	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	01/14/2019
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	andrew	Last name of sampler or witnessed by	smith
Title of sampler	g3 quality technician	Telephone number of sampler
Laboratory sample identification	987-13	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Security Paving company	Transportation Laboratory (TL) Number	13
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	I 10 Redlands WB Lane 4 5 station 578 75
Structure name	I 10 Redlands WB Lane 4 5 station 578 75

Material Type	Concrete	The concrete mix design number	1555212
The truck number from where the sample was collected	na	The batch plant ticket number from where the sample was collected	na
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	SECURITY PAVING
A detailed description of where the material sample was collected	chute	Where the material sample would have been placed if not sampled	I 10 Redlands WB Lane 4 5 station 578 75
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-01-12-5

DIME Test ID: 2019-01-12-5-1

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: 2019-01-19

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: 01/19/2019

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: 168330 lb

Maximum load on cylinder 2: 169810 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: 7 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: 5954.4 psi

Compressive strength of cylinder 2: 6006.7 psi

Compressive strength (to nearest 10 psi): 5980 psi

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

Test was verified on 1/19/2019 ✔