Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212244 DEA: 044G8404 EFIS: 0413000051
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-128-20.1/20.4
Work Description: REPLACE CAPELL CREEK BRIDGE
Location Description: NAPA COUNTY ABOUT 15 MILES EAST OF RUTHERFORD FROM 1.1 MILES EAST OF KNOXVILLE ROAD TO 0.3 MILE WEST OF CAPELL VALLEY CREST
Contractor Name: GORDON N BALL INC
Contractor Address: 333 CAMILLE AVENUE, ALAMO CA 94507
Resident Engineer: Darren Isada Structure Rep.: Nana Budu
DIME Sample ID: 2020-10-27-8
TL Number from the TL Form: 209910
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 594-1991
Type of Sample: Quality Assurance
Type of Material: Concrete Core
Sample Taken Date: 10/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/30/2020
The quantity of what the sample constitutes: two cylinders
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Collected at jobsite
Detail description: CIDH PILE AT PIER 2
Structure names: 00000000000
Type of material: 00000000000
DIME Test ID: 2020-10-27-8-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 12/18/2020
Date Tested: 12/18/2020
Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: spencer.adams@dot.ca.gov
Organization Phone: (916) 227-5716
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Unit system used?
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US Units
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Number of specimens
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2
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Test performed
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With no density determined
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Cross sectional area of cylinder 1
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27.81 in^2
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Cross sectional area of cylinder 2
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28.37 in^2
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Capped in accordance with?
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ASTM C617/CTM521
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Compressive strength (to nearest 10 psi)
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7880 psi
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Average diameter of cylinder 1
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5.95 in
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Average diameter of cylinder 2
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6.01 in
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Compressive strength of cylinder 1
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7878.0 psi
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Compressive strength of cylinder 2
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7875.0 psi
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Maximum load on cylinder 1
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219043 lbf
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Maximum load on cylinder 2
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223393 lbf
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Type of fracture pattern of cylinder 1
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1
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Type of fracture pattern of cylinder 2
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1
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Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
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1
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Correction factor for cylinder 2
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1
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Age of specimen
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52 days
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