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Testing Report for 2018-02-23-3-4

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: 2018-02-23-3
TL Number from the TL Form: 209662
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 02/23/2018
Date that the sample was received by the laboratory/organization performing the testing: 02/26/2018
The quantity of what the sample constitutes: 36 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: Unknown
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: Unknown

Material Information

The concrete mix design number: Unknown
The truck number from where the sample was collected: Unknown
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Compressive Strength
A detailed description of where the material sample was collected: Revolving Truck
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Information

DIME Test ID: 2018-02-23-3-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/02/2018
Date Tested: 03/02/2018
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 5.99 in
Average diameter of cylinder 2 5.98 in
Cross sectional area of cylinder 1 28.18 in^2
Cross sectional area of cylinder 2 28.09 in^2
Compressive strength (to nearest 10 psi) 5920 psi
Maximum load on cylinder 1 167968 lb
Maximum load on cylinder 2 165186 lb
Compressive strength of cylinder 1 5960.5 psi
Type of fracture pattern of cylinder 1 1
Compressive strength of cylinder 2 5880.6 psi
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
Age of specimen in hours no data