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 # 030F2204 Cty ED Rte 50 PM R30.7/R31.7

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Jarrett Woodruff	Date Reported:	11/24/2014
Address:		TL Number:
City:
Project Name: REPLACE BRIDGE.
Prime Contractor: VIKING CONSTRUCTION COMPANY, INC.
Sample Taken Date:	10/27/2014	Mix Design:	SF850AFST0
Contractor: Unknown		Location : SLY PARK UNDERCROSSING
Structure unique identifier: 25 0042
Structure name: Sly Park Rd UC
Location of Pour:

The following testing has been tested in accordance with:

ASTM C1064-08: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete

Temperature
70

DIME Test ID: 2014-10-27-1-1
Certified By: Brandon Miller

ASTM C143-10a: Standard Test Method for Slump of Hydraulic-Cement Concrete

Slump
8.5

DIME Test ID: 2014-10-27-1-2
Certified By: Brandon Miller

ASTM C231-10: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method

Air content
5.3

DIME Test ID: 2014-10-27-1-3
Certified By: Brandon Miller

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	27.9	5.96	4354.1	121478	1
2	28.46	6.02	4267.4	121451	1

DIME Test ID: 2014-10-27-1-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 4310
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 7 days
Certified By: She Vang

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	5707.5	160325	1
2	28.46	6.02	5782.8	164578	1

DIME Test ID: 2014-10-27-1-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5750
Age of specimen: 28 days
Certified By: She Vang

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

DEPARTMENT OF TRANSPORTATION

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.

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.