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 # 030H10U4 Cty SAC Rte 5 PM 9.7/24.9

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Daniel Tecle	Date Reported:	04/01/2022
Address:		TL Number:	132955
City:
Project Name:
Prime Contractor: NOR CAL PAVING TEICHERT/GRANITE
Sample Taken Date:	03/03/2022	Mix Design:	ASN--232
Contractor: Unknown		Location : Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
Structure unique identifier:
Structure name: AS-232
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

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	4.02	12.69	57803	4554.0	1
2	4.02	12.69	56368	4441.0	1
3	4.04	12.82	52609	4104	1

DIME Test ID: 2022-03-03-11-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4370
Age of specimen: 14 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

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	4.03	12.76	65744	5154.0	1
2	4.02	12.69	67063	5284.0	1
3	4.02	12.69	64259	5063	2

DIME Test ID: 2022-03-03-11-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5170
Age of specimen: 29 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.