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 # 030N3504 Cty SAC Rte 5 PM 25/28

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Joni Tji	Date Reported:	09/16/2024
Address:		TL Number:	133688
City:
Project Name: Deck rehab with RSC. New Approach Slabs. New Barriers.
Prime Contractor: GRANITE CONSTRUCTION
Sample Taken Date:	08/18/2024	Mix Design:	1629682
Contractor: Unknown		Location : Br 24-0207L/R. Br 24-0068L
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	4.00	12.57	80639	6417.0	1
2	4.00	12.57	84650	6736.0	1
3	4.00	12.57	89514	7123	1

DIME Test ID: 2024-08-18-4-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6760
Age of specimen: 3 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	4.00	12.57	90524	7204.0	4
2	4.02	12.69	94151	7418.0	2
3	4.02	12.69	99176	7814	2

DIME Test ID: 2024-08-18-4-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 7480
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.