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Testing Report for 2020-10-26-11-1

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

Project Information

DEA: 044G8404
EFIS: 0413000051
Project ID: 212244
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: Unknown
Contractor Address: Unknown
Resident Engineer: Darren Isada
Structure Rep.: Nana Budu

Sample Information

DIME Sample ID: 2020-10-26-11
TL Number from the TL Form: 005
Sample Submitted By Organization: CT HQ - Sacramento Concrete Testing Laboratory
Sample Organization Contact: (916) 227-7283
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/26/2020
Date that the sample was received by the laboratory/organization performing the testing: 10/27/2020
The quantity of what the sample constitutes: 2 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: Jobsite

Material Information

The concrete mix design number: 0000000000
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 00000000000000000
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Jobsite
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Information

DIME Test ID: 2020-10-26-11-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Date Tested: 11/2/2020
Capped in accordance with: ASTM C617/CTM521
Verified Date: 11/2/2020
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: 28.56 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Capped in accordance with?: ASTM C617/CTM521
Compressive strength (to nearest 10 psi): 3880 psi
Average diameter of cylinder 1: 6.03 in
Average diameter of cylinder 2: 6.02 in
Compressive strength of cylinder 1: 3874.0 psi
Compressive strength of cylinder 2: 3882.0 psi
Maximum load on cylinder 1: 110625 lbf
Maximum load on cylinder 2: 110498 lbf
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: 7 days