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 # 06342534 Cty FRE Rte 180 PM R74.1/R78.6

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Justin Kimura

Date Reported:

02/08/2018

Address:

TL Number:

City:

Project Name: CONSTRUCT SEGMENT 3 OF KINGS CANYON EXPRESSWAY

Prime Contractor: SECURITY PAVING COMPANY, INC.

Sample Taken Date:

01/11/2018

Mix Design:

SCC-S90-25F

Contractor: Unknown

Location: FRESNO COUNTY ABOUT 8.4 MILES EAST OF FRESNO FROM 0.7 MILE WEST OF SMITH AVENUE TO 0.7 MILE EAST OF FRANKWOOD AVENUE

Structure unique identifier:

Structure name: China Slough

Location of Pour:


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

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
16.0128.372504548828.11
26.0228.462575929051.01

DIME Test ID: 2018-01-11-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 8940
Age of specimen: 7 days
Certified By: Larry McCrum


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

Capped in accordance with ASTM C617/CTM521

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
16.0128.372673639424.11
26.0228.462834639960.01

DIME Test ID: 2018-01-11-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 9690
Age of specimen: 28 days
Certified By: Mike Mullins



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