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 # 033F23U4 Cty PLA Rte 80 PM 0.1/2.2,4.9/6.0

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Tad Sampson	Date Reported:	12/13/2023
Address:		TL Number:	174114
City:
Project Name: ROADWAY EXCAVATION, PLACE CL2-AB, HMA, STRUCTURAL CONCRETE & RCP.
Prime Contractor: GHILOTTI CONSTRUCTION COMPANY, INC.
Sample Taken Date:	11/15/2023	Mix Design:	T71A5D1
Contractor: Unknown		Location: PLACER COUNTY IN ROSEVILLE FROM 0.1 MILE WEST OF RIVERSIDE AVENUE OVERCROSSING TO 0.3 MILE EAST OF DOUGLAS BOULEVARD OVERCROSSING AND IN ROCKLIN FROM 1.1 MILE WEST OF ROCKLIN ROAD UNDERCROSSING TO ROCKLIN ROAD UNDERCROSSING
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	4.00	12.57	55706	4433.0	1
2	4.00	12.57	40580	3229.0	1
3	4.00	12.57	54513	4338	1

DIME Test ID: 2023-11-15-32-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4000
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 C39 - Ground End

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	4.00	12.57	73159	5820.1	2
2	4.01	12.63	56712	4490.3	1
3	4.00	12.57	62423	4966	1

DIME Test ID: 2023-11-15-32-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5090
Comment on any defect in either specimen or caps (Max 250 Characters):
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.