STATE OF CALIFORNIA - CALIFORNIA STATE TRANSPORTATION AGENCY

Gavin Newsom, Governor

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 # 030H10U4 Cty SAC Rte 5 PM 9.7/24.9

Vendor #

	REPORT OF LABORATORY TESTING
Resident Engineer:	Daniel Tecle	Date Reported:	03/14/2022
Address:		TL Number:	293124
City:
Project Name:
Prime Contractor: NOR CAL PAVING TEICHERT/GRANITE
Sample Taken Date:	02/12/2022	Mix Design:	1613820
Contractor: Unknown		Location : Construction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
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	4.03	12.76	56224	4408.0	1
2	4.04	12.82	49437	3857.0	2
3	4.04	12.82	55743	4349	1

DIME Test ID: 2022-02-12-13-1
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4200
Age of specimen: 10 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	4.02	12.69	62134	4895.0	1
2	4.02	12.69	57832	4556.0	1
3	4.02	12.69	59860	4716	1

DIME Test ID: 2022-02-12-13-2
Number of specimens: 3
Compressive strength (to nearest 10 psi): 4720
Age of specimen: 12 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	4.02	12.69	67567	5323.0	1
2	4.03	12.76	67288	5275.0	1
3	4.02	12.69	67818	5343	1

DIME Test ID: 2022-02-12-13-3
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5310
Age of specimen: 16 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	71971	5642.0	1
2	4.02	12.69	78023	6147.0	1
3	4.02	12.69	74418	5863	1

DIME Test ID: 2022-02-12-13-4
Number of specimens: 3
Compressive strength (to nearest 10 psi): 5880
Age of specimen: 23 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	4.02	12.69	80776	6364.0	1
2	4.02	12.69	81089	6389.0	1
3	4.02	12.69	84211	6635	1

DIME Test ID: 2022-02-12-13-5
Number of specimens: 3
Compressive strength (to nearest 10 psi): 6460
Age of specimen: 30 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