DIME - Test Summary

Summary for Test 2019-02-19-6-1

Test performed: ASTM C39-17a

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	02/19/2019	Sample Unique Key	6
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	02/20/2019
Sample type	Quality Assurance	A brief description of the sample	Lean Concrete Base
The quantity of what the sample constitutes	2	From where was the sample collected	Fabricator
First name of sampler or witnessed by	Larry	Last name of sampler or witnessed by	Francisco
Title of sampler	Transportation Engineer	Telephone number of sampler
Laboratory sample identification	976-219	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Kiewit Infrastructure West	Transportation Laboratory (TL) Number	1-2-19-19
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	LB18 0031 7day break
Structure name	LB18 0031 7day break

Material Type	Concrete	The concrete mix design number	LB18-0031
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	13713
Concrete batch plant	Kiewit	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Kiewit PLant	Where the material sample would have been placed if not sampled	Sta 104 53 EB Exit Ramp
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-02-19-6

DIME Test ID: 2019-02-19-6-1

Testing Lab: CT D08 - Fontana Southern Regional Laboratory

Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2019-03-06

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: 02/26/2019

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: 20190 lb

Maximum load on cylinder 2: 21510 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

Age of specimen in hours: no data

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: 714.2 psi

Compressive strength of cylinder 2: 760.9 psi

Compressive strength (to nearest 10 psi): 740 psi

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

Test was verified on 2/27/2019 ✔