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 # 033H3304 Cty YOL Rte 50 PM 2.5/3.2,L0.0/18.3

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Jody Phillips	Date Reported:	11/29/2022
Address:		TL Number:	294801
City:
Project Name: INSTALL CMS, FIBER OPTIC CABLE SYSTEMS AND CAMERA SYSTEMS.
Prime Contractor: STUDEBAKER BROWN ELECTRIC, INC.
Sample Taken Date:	11/01/2022	Mix Design:	CT590
Contractor: Unknown		Location: YOLO COUNTY AND SACRAMENTO COUNTY ON ROUTE 50 FROM JEFFERSON BOULEVARD TO 1.3 MILES EAST OF FOLSOM BOULEVARD
Structure unique identifier:
Structure name:
Location of Pour:

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

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	4.02	12.69	36100	2844.0	1
2	4.02	12.69	38934	3068.0	1
3	4.01	12.63	38638	3059	1

DIME Test ID: 2022-11-01-31-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 2990
Age of specimen: 7 days
Certified By: Spencer Adams

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

Capped in accordance with ASTM C617/CTM521

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	4.01	12.63	50250	3979.0	2
2	4.01	12.63	51601	4086.0	1
3	4.01	12.63	51291	4061	1

DIME Test ID: 2022-11-01-31-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4040
Age of specimen: 28 days
Certified By: Phillip Montes

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

Capped in accordance with ASTM C617/CTM521

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	4.01	12.63	54490	4315.0	1
2	4.01	12.63	57532	4555.0	1
3	4.01	12.63	59200	4687	1

DIME Test ID: 2022-11-01-31-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4520
Age of specimen: 28 days
Certified By: Spencer Adams

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.