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Testing Report for 2017-12-16-2-1

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

Project Information

Project ID: 212351 DEA: 040P1304 EFIS: 0417000402 QA Service Level: 1
DIST-CO-RTE-PM: 04-MRN-1-11.5
Work Description: Construct Soldier Pile Wall with Tiebacks
Location Description: Route 1 PM 11.5
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Gina Choi Structure Rep.: Sarah Rusby

Sample Information

DIME Sample ID: 2017-12-16-2
TL Number from the TL Form:
Sample Submitted By Organization: CT SC Sub-unit 3676-106
Sample Organization Contact:
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 12/16/2017
Date that the sample was received by the laboratory/organization performing the testing: 01/04/2018
The quantity of what the sample constitutes: 27 CY
A brief description of the sample: 6 X 12 Concrete Cylinder
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: Soldier Pile 61 and 67
Structure name: Retaining Wall 1
The fabricator/manufacturer/facility name: Shamrock Materials

Material Information

The concrete mix design number: 4700
The truck number from where the sample was collected: 1951
The batch plant ticket number from where the sample was collected: 458838
Concrete batch plant: Shamrock San Rafael
The fabricator/manufacturer designation for the sample: Shamrock Materials
A detailed description of where the material sample was collected: Back of Truck
Where the material sample would have been placed if not sampled: Pile
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2017-12-16-2-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/16/2018
Date Tested: 01/16/2018
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:
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 28.46 in^2
Cross sectional area of cylinder 2 28.46 in^2
Capped in accordance with? ASTM C617/CTM521
Compressive strength (to nearest 10 psi) 5180 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 6.02 in
Compressive strength of cylinder 1 5261.6 psi
Compressive strength of cylinder 2 5089.8 psi
Maximum load on cylinder 1 149744 lb
Maximum load on cylinder 2 144857 lb
Type of fracture pattern of cylinder 1 1
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 31 days