DIME - Test Summary

Summary for Test 2018-09-19-11-1

Test performed: ASTM C78-10

Project Identifiers	Project ID: 209695 DEA: 08347704 EFIS: 0800000616
DIST-CO-RTE-PM	08-SBD-SR-58-0/12.9
Award Date	11/10/2017
Closeout Date	01/14/2021
Work Description	(Alternative Delivery) The CMGC project will upgrade SR 58 from 2- to 4-lanes in San Bernardino County from the Kern County line to 7.5 miles east of US-395.
Location Description	SR-58 / 395 Kramer Junction project. In San Bernardino County from the Kern County line to 7.5 miles east of US-395.
QA Service Level	1 (Verified on 12/01/2017)

Sample Taken Date	09/19/2018	Sample Unique Key	11
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	10/16/2018
Sample type	Quality Assurance	A brief description of the sample	casting concrete beams
The quantity of what the sample constitutes	2	From where was the sample collected	Job Site
First name of sampler or witnessed by	Larry	Last name of sampler or witnessed by	Francisco
Title of sampler	TE Civil	Telephone number of sampler
Laboratory sample identification	set 12	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Kiewitt Plant	Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier	Unknown
Structure name	Unknown

Material Type	Concrete	The concrete mix design number	LB18-0029
The truck number from where the sample was collected	14	The batch plant ticket number from where the sample was collected	na
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	KIEWITT
A detailed description of where the material sample was collected	station 659 90 WB	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2018-09-19-11

DIME Test ID: 2018-09-19-11-1

Testing Lab: CT D08 - Barstow Field Laboratory 1

Test Method: ASTM C78-10: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)

Test Release Date: 2019-01-30

Unit system used?: US Units

Fracture initiates in the tension surface: Within the Middle Third of the Span Length

Input Type: Measured

Tester's full name: LF

Date of test: 10/16/2018

Identification number: 12A

Width of specimen: 6.0225 inch

Depth of specimen: 6.078 inch

Span length of specimen: 18 inch

Maximum load applied: 7700 lb

Curing history and apparent moisture condition of the specimen: sand pit

If specimen was capped, ground or if leather shims were used: no

Defects in specimen: no

Age of specimen: 28 days

Modulus of rupture: 625 psi

General comments (publicly viewable) (Max 1000 characters): 650 psi

Test was verified on 1/23/2019 ✔