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:	08/27/2015
Address:		TL Number:	79711
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

Cured in accordance with ASTM C511

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	28.37	6.01	3365.7	95486	1
2	28.37	6.01	3241.7	91967	1

DIME Test ID: 2015-07-02-1-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3300
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

Cured in accordance with ASTM C511

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	28.09	5.98	3743.4	105153	1
2	27.99	5.97	3694.6	103411	1

DIME Test ID: 2015-07-02-1-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3720
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

Cured in accordance with ASTM C511

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	27.99	5.97	3949.6	110549	1
2	27.99	5.97	3954.3	110680	1

DIME Test ID: 2015-07-02-1-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3950
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

Cured in accordance with ASTM C511

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	27.99	5.97	4410.4	123448	1
2	28.18	5.99	4577.6	128997	1

DIME Test ID: 2015-07-02-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4490
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

Cured in accordance with ASTM C511

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	28.18	5.99	4702.9	132528	1
2	27.99	5.97	4906.4	137330	1

DIME Test ID: 2015-07-02-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4800
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

Cured in accordance with ASTM C511

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	27.99	5.97	5145.6	144026	1
2	27.99	5.97	4774.6	133640	1

DIME Test ID: 2015-07-02-1-6
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4960
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