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

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Contract # 0322222 Cty SAC Rte 888 PM 0.6-0.6

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Michael Maksimovich

Date Reported:

02/27/2023

Address:

TL Number:

City:

Project Name: THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.

Prime Contractor: Not set

Sample Taken Date:

01/27/2023

Mix Design:

HQ Conc Lab Mix 4

Contractor: Unknown

Location : THIS PROJECT RECORD WAS ADDED FOR DIME TESTERS - DATA SUBMITTED FOR THIS PROJECT SHOULD NOT BE USED FOR ANY OTHER PURPOSES.

Structure unique identifier:

Structure name: Mix 3

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 C39 - Ground End

Cured in accordance with ASTM C511

SpecimenAverage 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
13.007.075557786.01
23.017.126532917.41

DIME Test ID: 2023-01-27-22-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 850
Comment on any defect in either specimen or caps (Max 250 Characters):
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

SpecimenAverage 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
13.027.1685131188.01
23.017.1276181071.01

DIME Test ID: 2023-01-27-22-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1130
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

SpecimenAverage 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
13.017.1294121323.01
23.017.1287731233.01

DIME Test ID: 2023-01-27-22-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1280
Age of specimen: 21 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

SpecimenAverage 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
13.007.07117301659.01
23.017.12107671513.01

DIME Test ID: 2023-01-27-22-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 1590
Age of specimen: 28 days
Certified By: Ryan Crawford


ASTM C496-17: Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens (Split Tensile Strength)

SpecimenSplit Tensile Strength specimen (psi)
1170
2165

DIME Test ID: 2023-01-27-22-5
Number of Specimens: 2
Average Split Tensile Strength: 167.5
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