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Testing Report for 2014-09-14-1-1

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

Project Information

DEA: 032F21U3
EFIS: 0313000172
Project ID: 209284
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-2.5/0.6
Work Description: NOTIFY SMR BEFORE RESPONDING TO ANY REQUESTS FOR INSPECTION OR TESTING.The Design Build project will place overlay, replace bridge joint seals and/or joint seal assemblies, and correct drainage issues on Sacramento River Viaduct and West End Viaduct.
Location Description: US Route 50 from PM 2.5 in Yolo County through PM 0.6 in Sacramento County; Route I-5 from
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Bojana Gutierrez
Structure Rep.: Rodel Padre

Sample Information

DIME Sample ID: 2014-09-14-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 9/14/2014
Date that the sample was received by the laboratory/organization performing the testing: 9/19/2014
The quantity of what the sample constitutes: 2 concrete cylinders
A brief description of the sample: concrete cylinders
From where was the sample collected: Other
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: na

Material Information

The concrete mix design number: 1442087
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: na
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
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: 2014-09-14-1-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 10/13/2014
Capped in accordance with: ASTM C617/CTM521
Verified Date: 10/13/2014
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: 27.99 in^2
Cross sectional area of cylinder 2: 27.99 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 9280 psi
Average diameter of cylinder 1: 5.97 in
Average diameter of cylinder 2: 5.97 in
Compressive strength of cylinder 1: 9246.7 psi
Compressive strength of cylinder 2: 9313.5 psi
Maximum load on cylinder 1: 258814 lb
Maximum load on cylinder 2: 260686 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: no data
Age of specimen: 29 days