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

image

Contract # 100S1104 Cty SJ Rte 4 PM Var

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Harminder Deol

Date Reported:

08/19/2015

Address:

TL Number:

89935

City:

Project Name: SR-4 FREEWAY EXTENSION

Prime Contractor: BROSAMER & WALL, INC.

Sample Taken Date:

06/24/2015

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

Cured in accordance with ASTM C511

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
127.95.963527.4984141
227.995.973397.0950811

DIME Test ID: 2015-06-24-5-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3460
Age of specimen: 7 days
Certified By: Bang Nguyen


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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

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
127.995.973665.81026061
227.995.973806.61065471

DIME Test ID: 2015-06-24-5-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3740
Age of specimen: 14 days
Certified By: Bang Nguyen


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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

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
127.95.964640.31294641
227.995.974696.01314421

DIME Test ID: 2015-06-24-5-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4670
Age of specimen: 28 days
Certified By: Bang Nguyen


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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

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
127.995.975081.91422421
227.995.975176.11448781

DIME Test ID: 2015-06-24-5-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5130
Age of specimen: 42 days
Certified By: Bang Nguyen


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

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

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
127.995.975084.71423221
228.095.985162.41450131

DIME Test ID: 2015-06-24-5-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5120
Age of specimen: 56 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