DIME - Test Summary

Summary for Test 2019-11-20-10-1

Test performed: ASTM C39-10

Project Identifiers	Project ID: 213763 DEA: 060Q19A4 EFIS: 0613000152
DIST-CO-RTE-PM	06-KER-58-R99.0/R100.3
Award Date	02/04/2019
Closeout Date	10/22/2021
Work Description	WIDEN SHOULDERS AND REPLACE BRIDGES
Location Description	KERN COUNTY NEAR TEHACHAPI FROM 0.5 MILE WEST TO 0.8 MILE EAST OF SAND CANYON UNDERCROSSING
QA Service Level	1 (Verified on 01/09/2019)

Sample Taken Date	11/20/2019	Sample Unique Key	10
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	11/22/2019
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	Adial	Last name of sampler or witnessed by	Evans
Title of sampler	ASR	Telephone number of sampler
Laboratory sample identification	994-20	Linked DIME Sample ID
The fabricator/manufacturer/facility name	Holliday Rock	Transportation Laboratory (TL) Number	20191120
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name	BOTH END DIAPHRAGMS AND THE MIDDLE DIAPHRAGM

Material Type	Concrete	The concrete mix design number	3F36A003
The truck number from where the sample was collected	615	The batch plant ticket number from where the sample was collected	112017045
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Granite
A detailed description of where the material sample was collected	Truck	Where the material sample would have been placed if not sampled	BOTH END DIAPHRAGMS AND THE MIDDLE DIAPHRAGM
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2019-11-20-10

DIME Test ID: 2019-11-20-10-1

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: 2020-01-14

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: 12/18/2019

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: 135760 lb

Maximum load on cylinder 2: 145890 lb

Type of fracture pattern of cylinder 1: 2

Type of fracture pattern of cylinder 2: 2

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: 28.27 in^2

Cross sectional area of cylinder 2: 28.27 in^2

Compressive strength of cylinder 1: 4802.3 psi

Compressive strength of cylinder 2: 5160.6 psi

Compressive strength (to nearest 10 psi): 4980 psi

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

Test was verified on 1/14/2020 ✔