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Summary for Test 2020-03-26-14-1

Test performed: ASTM C39-10

Project Information

Project Identifiers	Project ID: 214176 DEA: 033F0904 EFIS: 0312000056
DIST-CO-RTE-PM	03-SAC,SJ-5,160-Var
Award Date	10/10/2019
Closeout Date	10/27/2022
Work Description	REPLACE STRUCTURAL CONCRETE BRIDGES, PLACE CIDH & CISS CONCRETE PILES.
Location Description	SACRAMENTO COUNTY AT NORTH SACRAMENTO UNDERCROSSING AND SACRAMENTO RIVER BRIDGE AND IN SAN JOAQUIN COUNTY AT MOKELUMNE RIVER BRIDGE
QA Service Level	1 (Verified on 05/29/2019)

Sample Information

Sample Taken Date	03/26/2020	Sample Unique Key	14
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	03/27/2020
Sample type	Quality Assurance	A brief description of the sample	6x12 concrete cylinders
The quantity of what the sample constitutes	5 cylinders	From where was the sample collected	Job Site
First name of sampler or witnessed by	Chuck	Last name of sampler or witnessed by	Pazzi
Title of sampler		Telephone number of sampler
Laboratory sample identification		Linked DIME Sample ID
The fabricator/manufacturer/facility name	Jobsite	Transportation Laboratory (TL) Number	173235
Inspector Lot Number from the Transportation Laboratory (TL) Form		Structure unique identifier
Structure name		Bid Item	Not set

Material Information

Material Type	Concrete	The concrete mix design number	1615758
The truck number from where the sample was collected	Unknown	The batch plant ticket number from where the sample was collected	00000000000000000
Concrete batch plant	Unknown	The fabricator/manufacturer designation for the sample	Unknown
A detailed description of where the material sample was collected	Jobsite	Where the material sample would have been placed if not sampled	Unknown
From Lot No.	Unknown	Bag Lot No.	Unknown

Test Details

DIME Sample ID: 2020-03-26-14

DIME Test ID: 2020-03-26-14-1

Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory

Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Test Release Date: 2020-04-23

Test Results

Unit system used?: US Units

Number of specimens: 5

Test performed: With no density determined

Input Type: Measured

Tester's full name: LMC / PM

Date of test: 04/23/2020

Capped in accordance with?: ASTM C617/CTM521

Average diameter of cylinder 1: 6.02 in

Average diameter of cylinder 2: 6.02 in

Average diameter of cylinder 3: 6.02 in

Average diameter of cylinder 4: 6.01 in

Average diameter of cylinder 5: 6.02 in

Maximum load on cylinder 1: 276017 lbf

Maximum load on cylinder 2: 273695 lbf

Maximum load on cylinder 3: 272815 lbf

Maximum load on cylinder 4: 261941 lbf

Maximum load on cylinder 5: 269034 lbf

Type of fracture pattern of cylinder 1: 4

Type of fracture pattern of cylinder 2: 4

Type of fracture pattern of cylinder 3: 4

Type of fracture pattern of cylinder 4: 4

Type of fracture pattern of cylinder 5: 1

Comment on any defect in either specimen or caps (Max 250 Characters): no data

Correction factor for cylinder 1: 1.00

Correction factor for cylinder 2: 1.00

Correction factor for cylinder 3: 1.00

Correction factor for cylinder 4: 1.00

Correction factor for cylinder 5: 1.00

Age of specimen: 28 days

Cross sectional area of cylinder 1: 28.46 in^2

Cross sectional area of cylinder 2: 28.46 in^2

Cross sectional area of cylinder 3: 28.46 in^2

Cross sectional area of cylinder 4: 28.37 in^2

Cross sectional area of cylinder 5: 28.46 in^2

Compressive strength of cylinder 1: 9697.0 psi

Compressive strength of cylinder 2: 9616.0 psi

Compressive strength of cylinder 3: 9585.0 psi

Compressive strength of cylinder 4: 9233.0 psi

Compressive strength of cylinder 5: 9452.0 psi

Compressive strength (to nearest 10 psi): 9520 psi

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