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Testing Report for 2021-08-27-16-3

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

DEA: 033F5604
EFIS: 0313000033
Project ID: 212252
QA Service Level: 1
DIST-CO-RTE-PM: 03-SUT,YUB-20-17.0/17.1,0.0/0.4
Work Description: INSTALL CAST-IN-STEEL SHELL CONCRETE PILE.
Location Description: SUTTER AND YUBA COUNTIES IN YUBA CITY AND MARYSVILLE AT THE FEATHER RIVER BRIDGE AND OVERHEAD
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Selvendran Manoharan
Structure Rep.: Brent Bullard

Sample Information

DIME Sample ID: 2021-08-27-16
TL Number from the TL Form: 169764
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 8/27/2021
Date that the sample was received by the laboratory/organization performing the testing: 8/30/2021
The quantity of what the sample constitutes: 2 Cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name: Pier 20 CISS Pile
The fabricator/manufacturer/facility name: California Engineering Contractor

Material Information

The concrete mix design number: Unknown
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1628
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2021-08-27-16-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/8/2021
Verified Date: 10/8/2021
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Blvd,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: larry.mccrum@dot.ca.gov
Organization Phone: (916) 227-7283
General Comments for this Test: Sample received as a set of 2 cylinders. Break data will only be for informational use. Sample does not follow the ASTM for 4x8 cylinders, which requires a set of 3 be fabricated.
Test Result Compliance:
Additional Comments When Verified :

Submitted Test Results

Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.03 in
Average diameter of cylinder 2: 4.03 in
Cross sectional area of cylinder 1: 12.76 in^2
Cross sectional area of cylinder 2: 12.76 in^2
Compressive strength (to nearest 10 psi): 4050 psi
Maximum load on cylinder 1: 53678 lb
Maximum load on cylinder 2: 49728 lb
Compressive strength of cylinder 1: 4208.0 psi
Type of fracture pattern of cylinder 1: 1
Compressive strength of cylinder 2: 3899.0 psi
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: 1
Age of specimen: 42 days
Age of specimen in hours: no data