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Testing Report for 2018-12-05-7-1

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

Project Information

Project ID: 211931 DEA: 043G6414 EFIS: 0416000348 QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-37.0
Work Description: SCOUR REPLACE BRIDGE
Location Description: NAPA COUNTY IN CALISTOGA AT NAPA RIVER BRIDGE
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Danilo Patenia Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2018-12-05-7
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: 12/05/2018
Date that the sample was received by the laboratory/organization performing the testing: 12/19/2018
The quantity of what the sample constitutes: 18.0 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: Bridge Deck Stage 3
Structure name: Napa River Bridge Calistoga
The fabricator/manufacturer/facility name: Harold Smith

Material Information

The concrete mix design number: CT1 P15
The truck number from where the sample was collected: Truck No 1132
The batch plant ticket number from where the sample was collected: 150148
Concrete batch plant: Harold Smith St Helena
The fabricator/manufacturer designation for the sample: Harold Smith
A detailed description of where the material sample was collected: Back of Pump Truck
Where the material sample would have been placed if not sampled: Bridge Deck Closure Pour
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2018-12-05-7-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 01/16/2019
Date Tested: 01/16/2019
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 28.46 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) 5570 psi
Average diameter of cylinder 1 6.02 in
Average diameter of cylinder 2 5.99 in
Compressive strength of cylinder 1 5569.2 psi
Compressive strength of cylinder 2 5563.4 psi
Maximum load on cylinder 1 158500 lb
Maximum load on cylinder 2 156777 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 42 days