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 # 031F4004 Cty PLA Rte 80 PM 35.1/38.3

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Phil Zink	Date Reported:	09/04/2018
Address:		TL Number:	139163
City:
Project Name: WIDEN EASTBOUND ROADWAY
Prime Contractor: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Sample Taken Date:	07/24/2018	Mix Design:	NOT PROVIDED
Contractor: Unknown		Location : WIDEN EASTBOUND ROADWAY
Structure unique identifier: Unknown
Structure name: Unknown
Location of Pour: Unknown

The following testing has been tested in accordance with:

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	6.02	28.46	72487	2547.0	1
2	6.02	28.46	73667	2588.4	1

DIME Test ID: 2018-07-24-6-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 2570
Age of specimen: 14 days
Certified By: Mike Mullins

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	6.04	28.65	88039	3072.9	1
2	6.04	28.65	89274	3116.0	1

DIME Test ID: 2018-07-24-6-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3090
Comment on any defect in either specimen or caps (Max 250 Characters):
Age of specimen: 28 days
Certified By: Mike Mullins

ASTM C39-17a : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

Cured in accordance with ASTM C511

Specimen	Average diameter of cylinder (in)	Cross sectional area of cylinder (in^2)	Maximum load on cylinder (lb)	Compressive strength of cylinder (psi)	Type of fracture pattern of cylinder
1	6.02	28.46	94770	3329.9	1
2	6.03	28.56	94676	3315.0	1

DIME Test ID: 2018-07-24-6-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3320
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

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.