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

image

Contract # 041W2104 Cty ALA Rte 880 PM 14.5, 14.54

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Joy Cheung

Date Reported:

03/12/2021

Address:

TL Number:

195992

City:

Project Name: Repair concrete girder, deck, barrier rail

Prime Contractor: Ghilotti Construction Company

Sample Taken Date:

02/12/2021

Mix Design:

D101C5RS

Contractor: Unknown

Location : Industrial Blvd OC, NB 880 (bridge 33-0398)

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

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
16.0228.461054563705.01
26.0028.27981023470.04

DIME Test ID: 2021-02-12-9-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 3590
Age of specimen: 5 days
Certified By: Mike Mullins


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
16.0028.271446095115.01
26.0228.461502545279.01

DIME Test ID: 2021-02-12-9-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 5200
Age of specimen: 7 days
Certified By: Mike Mullins


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
16.0128.371860536558.01
26.0028.271679885941.01

DIME Test ID: 2021-02-12-9-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6250
Age of specimen: 10 days
Certified By: Mike Mullins


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
16.0128.372061197266.04
26.0028.271979857002.01

DIME Test ID: 2021-02-12-9-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7130
Age of specimen: 14 days
Certified By: Mike Mullins


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
16.0128.372093577380.01
26.0228.462220357801.01

DIME Test ID: 2021-02-12-9-5
Number of specimens: 2
Compressive strength (to nearest 10 psi): 7590
Age of specimen: 28 days
Certified By: Mike Mullins



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