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 # 030F3104 Cty ED Rte 49 PM 23.6/24.5

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Jeff Hamm

Date Reported:

06/19/2017

Address:

TL Number:

190127

City:

Project Name: REPLACE BRIDGE.

Prime Contractor: M.C.M. CONSTRUCTION, INC.

Sample Taken Date:

05/08/2017

Mix Design:

f718bfswh

Contractor: Unknown

Location : EL DORADO COUNTY NEAR COLOMA FROM 0.1 MILE EAST OF MARSHALL ROAD TO 0.3 MILE EAST OF LOTUS ROAD

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
15.9627.9791902838.41
25.9727.99841573006.74

DIME Test ID: 2017-05-08-3-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2920
Age of specimen: 4 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
16.0028.271733046130.31
25.9928.181695236015.71

DIME Test ID: 2017-05-08-3-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6070
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 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
16.0028.2716130.31
25.9928.181695236015.71

DIME Test ID: 2017-05-08-3-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6070
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 42 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