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Testing Report for 2016-10-03-6-1

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

Project Information

DEA: 04264094
EFIS: 0400000735
Project ID: 209384
QA Service Level: 1
DIST-CO-RTE-PM: 04-,SON--
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Richard Duncan
Structure Rep.: Brian Beaudoin

Sample Information

DIME Sample ID: 2016-10-03-6
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT SC Sub-unit 3674-102
Sample Organization Contact:
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/3/2016
Date that the sample was received by the laboratory/organization performing the testing: 10/14/2016
The quantity of what the sample constitutes: 28 CY
A brief description of the sample: 2 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: San Antonio Creek Bridge
The fabricator/manufacturer/facility name: Shamrock

Material Information

The concrete mix design number: 4100A
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: 444002
Concrete batch plant: 04
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: Pier 4 Col 2
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2016-10-03-6-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/31/2016
Capped in accordance with: ASTM C617/CTM521
Verified Date: 10/31/2016
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:
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
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.56 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 6030 psi
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.03 in
Compressive strength of cylinder 1: 5513.2 psi
Compressive strength of cylinder 2: 6549.6 psi
Maximum load on cylinder 1: 155859 lb
Maximum load on cylinder 2: 187056 lb
Type of fracture pattern of cylinder 1: 3
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: no data
Age of specimen: 28 days