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 # 040J7104 Cty SOL Rte 80 PM 1.8/4.4

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Quang Tran	Date Reported:	12/08/2021
Address:		TL Number:
City:
Project Name: RAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Prime Contractor: BROSAMER & WALL, INC.
Sample Taken Date:	11/10/2021	Mix Design:	CT072AC5
Contractor: Unknown		Location : SOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
Structure unique identifier:
Structure name: Benicia Road OC - 23-0088
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	54616	4346.0	1
2	4.00	12.57	56829	4522.0	1
3	4.00	12.57	52819	4203	1

DIME Test ID: 2021-11-10-23-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4360
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	4.03	12.76	75508	5920.0	1
2	4.02	12.69	73538	5794.0	1
3	4.03	12.76	73405	5755	1

DIME Test ID: 2021-11-10-23-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5820
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.