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 # 040120T4 Cty SF Rte 80 PM 12.6/13.9

Vendor #


REPORT OF LABORATORY TESTING

Resident Engineer:

Bill Howe

Date Reported:

07/27/2016

Address:

TL Number:

Unknown

City:

Project Name: CONSTRUCT BRIDGE, ROADWAYS, ELECTRICAL, BUILDINGS AND REMOVE BRIDGES

Prime Contractor: CALIFORNIA ENGINEERING CONTRACTORS, INC.

Sample Taken Date:

06/15/2016

Mix Design:

DD6SP8Q2

Contractor: Unknown

Location: THE CITY AND COUNTY OF SAN FRANCISCO FROM THE YERBA BUENA TUNNEL TO 1.3 KM EAST OF THE YERBA BUENA TUNNEL

Structure unique identifier: Unknown

Structure name: Unknown

Location of Pour: Bent 1


The following testing has been tested in accordance with:

ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.276.006017.71701211
228.276.006487.41833981

DIME Test ID: 2016-06-15-2-1
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6250
Age of specimen: 42 days
Certified By: Bang Nguyen


ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.276.006749.91908191
228.276.006455.91825071

DIME Test ID: 2016-06-15-2-2
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6600
Age of specimen: 42 days
Certified By: Bang Nguyen


ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.376.016525.31851242
228.376.016131.51739501

DIME Test ID: 2016-06-15-2-3
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6330
Age of specimen: 28 days
Certified By: Bang Nguyen


ASTM C39-10 : Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens

Capped in accordance with ASTM C617/CTM521

SpecimenCross sectional area of cylinder (in^2)Average diameter of cylinder (in)Compressive strength of cylinder (psi)Maximum load on cylinder (lb)Type of fracture pattern of cylinder
128.185.996232.81756394
228.376.016058.91718921

DIME Test ID: 2016-06-15-2-4
Number of specimens: 2
Compressive strength (to nearest 10 psi): 6150
Age of specimen: 28 days
Certified By: Bang Nguyen



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