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 # 100X7514 Cty Rte VAR PM 0/0

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Iqbal Aulakh	Date Reported:	07/17/2024
Address:		TL Number:	293257
City:
Project Name: Upgrade bridge rails of three bridges
Prime Contractor: Bugler Construction
Sample Taken Date:	06/19/2024	Mix Design:	718816A6
Contractor: Unknown		Location : Calaveras County
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

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	45145	3557.0	1
2	4.01	12.63	43687	3459.0	1
3	4.01	12.63	47736	3780	1

DIME Test ID: 2024-06-19-69-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3600
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

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	64050	5046.0	4
2	4.02	12.69	50049	3943.0	1
3	4.00	12.57	53139	4229	4

DIME Test ID: 2024-06-19-69-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4410
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.