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 # 030F2844 Cty SAC Rte 99 PM 7.1/9.4

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Masoud Saed

Date Reported:

06/07/2021

Address:

TL Number:

197311

City:

Project Name: Construct new PCC precast girder bridge over UPRR at McConnell OH between existing SB and NB alignments

Prime Contractor: Granite Construction

Sample Taken Date:

05/08/2021

Mix Design:

201

Contractor: Unknown

Location:

Structure unique identifier:

Structure name: McConnell RW5

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
14.0012.57460373664.01
24.0012.57441823516.01
34.0112.634410734921

DIME Test ID: 2021-05-08-1-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3560
Age of specimen: 28 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

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
14.0012.57709905649.01
24.0012.57716095698.01
34.0012.577108056561

DIME Test ID: 2021-05-08-1-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5670
Age of specimen: 30 days
Certified By: Spencer Adams



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