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 # 043W9304 Cty ALA Rte 80 PM 5.7/6.0

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	David Bartel	Date Reported:	11/14/2023
Address:		TL Number:
City:
Project Name:
Prime Contractor: Marina Landscape Inc.
Sample Taken Date:	10/17/2023	Mix Design:	1622197
Contractor: Unknown		Location :
Structure unique identifier:
Structure name:
Location of Pour: Sign monument foundation

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	4.03	12.76	26719	2095.0	1
2	4.02	12.69	15197	1197.0	1
3	3.98	12.44	25602	2058	1

DIME Test ID: 2023-10-17-2-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 1780
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	4.01	12.63	43223	3422.0	4
2	4.00	12.57	40462	3220.0	1
3	3.99	12.5	45067	3604	1

DIME Test ID: 2023-10-17-2-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 3420
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	3.98	12.44	57735	4641.0	1
2	4.01	12.63	57862	4582.0	1
3	4.01	12.63	55025	4357	1

DIME Test ID: 2023-10-17-2-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4530
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.