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

Contract # 100S1104 Cty SJ Rte 4 PM Var

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Harminder Deol	Date Reported:	10/02/2014
Address:		TL Number:
City:
Project Name: SR-4 FREEWAY EXTENSION
Prime Contractor: BROSAMER & WALL, INC.
Sample Taken Date:	08/21/2014	Mix Design:	628412a
Contractor: Unknown		Location: IN SAN JOAQUIN COUNTY
Structure unique identifier:
Structure name:
Location of Pour:

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

Specimen	Cross 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
1	28.56	6.03	2471.6	70589	1
2	28.46	6.02	2754.6	78395	1

DIME Test ID: 2014-08-21-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2610
Comment on any defect in either specimen or caps (Max 250 Characters):
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

Specimen	Cross 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
1	28.56	6.03	2471.6	70589	1
2	28.46	6.02	2754.6	78395	1

DIME Test ID: 2014-08-21-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2610
Comment on any defect in either specimen or caps (Max 250 Characters):
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

Specimen	Cross 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
1	28.56	6.03	2471.6	70589	1
2	28.46	6.02	2754.6	78395	1

DIME Test ID: 2014-08-21-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2610
Comment on any defect in either specimen or caps (Max 250 Characters):
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

Specimen	Average diameter of cylinder (in)	Maximum load on cylinder (lb)	Type of fracture pattern of cylinder
1	6.01	92106	1
2	6.01	85003	1

DIME Test ID: 2014-08-21-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3120
Comment on any defect in either specimen or caps (Max 250 Characters):
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

Specimen	Cross 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
1	28.46	6.02	4100.1	116689	1
2	28.46	6.02	3843.4	109382	1

DIME Test ID: 2014-08-21-2-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3970
Comment on any defect in either specimen or caps (Max 250 Characters):
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

Specimen	Cross sectional area of cylinder (in^2)	Average diameter of cylinder (in)	Maximum load on cylinder (lb)	Type of fracture pattern of cylinder
1	28.27	6.00	121845	1
2	28.37	6.01	121430	1

DIME Test ID: 2014-08-21-2-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4300
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