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 # 100S1104 Cty SJ Rte 4 PM Var

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Harminder Deol

Date Reported:

08/27/2015

Address:

TL Number:

79712

City:

Project Name: SR-4 FREEWAY EXTENSION

Prime Contractor: BROSAMER & WALL, INC.

Sample Taken Date:

07/02/2015

Mix Design:

628452R7

Contractor: Unknown

Location: IN SAN JOAQUIN COUNTY

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour: Unknown


The following testing has been tested in accordance with:

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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.276.003088.8873211
228.276.003232.2913751

DIME Test ID: 2015-07-02-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3160
Age of specimen: 7 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.095.983445.7967911
227.995.973534.2989211

DIME Test ID: 2015-07-02-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3490
Age of specimen: 11 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.095.983641.31022851
228.095.983802.21068041

DIME Test ID: 2015-07-02-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3720
Age of specimen: 14 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
127.995.974682.61310651
227.995.974476.21252891

DIME Test ID: 2015-07-02-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4580
Age of specimen: 28 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.095.984804.11349481
227.995.974772.21335751

DIME Test ID: 2015-07-02-2-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4790
Age of specimen: 42 days
Certified By: Mike Mullins


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

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
127.995.974709.81318281
228.095.984186.21175891

DIME Test ID: 2015-07-02-2-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4450
Age of specimen: 56 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