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Testing Report for 2017-12-16-3-1

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

Project Information

DEA: 040P1304
EFIS: 0417000402
Project ID: 212351
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: 2017-12-16-3
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: 1/4/2018
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: Upper Waler
Structure name: Retaining Wall 1
The fabricator/manufacturer/facility name: Shamrock Materials

Material Information

The concrete mix design number: 3172GG
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: Concrete Waler
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2017-12-16-3-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 1/16/2018
Capped in accordance with: ASTM C617/CTM521
Verified Date: 1/16/2018
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: 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: 28.37 in^2
Cross sectional area of cylinder 2: 28.18 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 5110 psi
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 5.99 in
Compressive strength of cylinder 1: 5002.0 psi
Compressive strength of cylinder 2: 5227.5 psi
Maximum load on cylinder 1: 141908 lb
Maximum load on cylinder 2: 147311 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