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 # 040A7724 Cty ALA Rte 80 PM 6.4/6.8

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Maxime Dabilly	Date Reported:	04/30/2024
Address:		TL Number:
City:
Project Name: Excavation, HMA, structural concrete, minor concrete and drainage.
Prime Contractor: OC Jones (Will Dieterich)
Sample Taken Date:	04/02/2024	Mix Design:	4E0CG5E1
Contractor: Unknown		Location: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Structure unique identifier:
Structure name: Curtain Wall Gilman St.
Location of Pour: Station 13+10 first five feet of wall

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	59223	4713.0	1
2	4.00	12.57	53061	4222.0	1
3	4.00	12.57	59496	4735	1

DIME Test ID: 2024-04-02-21-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4560
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

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	66498	5292.0	4
2	4.01	12.63	68759	5444.0	4
3	4.00	12.57	66341	5279	4

DIME Test ID: 2024-04-02-21-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5340
Age of specimen: 5 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.