DIME - Test Summary

Summary for Test 2018-01-12-9-1

Test performed: ASTM C39-17a

Sample Taken Date	01/12/2018	Sample Unique Key	9
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	01/30/2018
Sample type	Quality Assurance	A brief description of the sample	concrete from backwall
The quantity of what the sample constitutes	2 concrete cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Melvin	Last name of sampler or witnessed by	Dumlao
Title of sampler	ASR	Telephone number of sampler	4158120490
Laboratory sample identification	Unknown	Linked DIME Sample ID	Unknown
The fabricator/manufacturer/facility name	Shamrock Materials	Transportation Laboratory (TL) Number	Unknown
Inspector Lot Number from the Transportation Laboratory (TL) Form	Unknown	Structure unique identifier	Unknown
Structure name	San Antonio Creek Bridge

Material Type	Concrete	The concrete mix design number	4100A
The truck number from where the sample was collected	1412	The batch plant ticket number from where the sample was collected	459479
Concrete batch plant	petaluma	The fabricator/manufacturer designation for the sample	Shamrock
A detailed description of where the material sample was collected	On Job Site at Concrete Truck	Where the material sample would have been placed if not sampled	Stage 1 Abutment 1 Backwall
From Lot No.	Unknown	Bag Lot No.	Unknown

DIME Sample ID: 2018-01-12-9

DIME Test ID: 2018-01-12-9-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

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

Test Release Date: 2018-02-09

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: 02/09/2018

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.01 in

Average diameter of cylinder 2: 6.01 in

Maximum load on cylinder 1: 154844 lb

Maximum load on cylinder 2: 153787 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: 28 days

Age of specimen in hours: no data

Cross sectional area of cylinder 1: 28.37 in^2

Cross sectional area of cylinder 2: 28.37 in^2

Compressive strength of cylinder 1: 5458.0 psi

Compressive strength of cylinder 2: 5420.8 psi

Compressive strength (to nearest 10 psi): 5440 psi

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

Source: Partner Data Point File

Test graph for Cylinder Code 1 of 2

Source: Partner Data Point File

Test graph for Cylinder Code 2 of 2

Test was verified on 2/9/2018 ✔