STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor

DEPARTMENT OF TRANSPORTATION

DIVISION OF ENGINEERING SERVICES

MATERIALS ENGINEERING AND TESTING SERVICES

Concrete Materials Testing Branch

5900 Folsom Blvd.

Sacramento, CA 95819

916-227-7205

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Contract # 030G0304 Cty ED Rte 50 PM VAR

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Veera Nanugonda

Date Reported:

08/10/2016

Address:

TL Number:

Unknown

City:

Project Name: RESURFACE BRIDGE DECKS, JOINT SEALS, CONCRETE BARRIER AND SLABS.

Prime Contractor: VIKING CONSTRUCTION COMPANY, INC.

Sample Taken Date:

08/03/2016

Mix Design:

SF718CFSTO

Contractor: Unknown

Location : IN EL DORADO AND PLACER COUNTIES ATVARIOUS LOCATIONS (FED SPES NUMBER 00PE015)

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour: Unknown


The following testing has been tested in accordance with:

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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

SpecimenAverage diameter of cylinder (in)Cross sectional area of cylinder (in^2)Maximum load on cylinder (lb)Compressive strength of cylinder (psi)Type of fracture pattern of cylinder
16.0128.37530081868.51
26.0228.46566431990.31

DIME Test ID: 2016-08-03-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1930
Age of specimen: 5 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

SpecimenAverage diameter of cylinder (in)Cross sectional area of cylinder (in^2)Maximum load on cylinder (lb)Compressive strength of cylinder (psi)Type of fracture pattern of cylinder
16.0128.37709662501.44
26.0228.46667952347.04

DIME Test ID: 2016-08-03-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2420
Age of specimen: 7 days
Certified By: Bang Nguyen



Summary of Items Observed and Conversations:

Comments: This report is for the purpose of reporting test results.
Should you require recommendations concerning repairs or remedial efforts please contact the METS representative,
who represents the Materials Engineering and Testing Services for your project.

*Subject to final inspection by the Resident Engineer.




TL- Report of Laboratory Testing