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Sample Record for 2020-06-03-27

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

Project Information

Project ID: 213958 DEA: 010F9604 EFIS: 0116000109 QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-101-124.5
Work Description: LITTLE LOST MAN FISH PASSAGE
Location Description: HUMBOLDT COUNTY NEAR ORICK 0.2 MILE SOUTH OF LOST MAN CREEK BRIDGE
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Aldergrove Rd., Arcata, CA 95521
Resident Engineer: Karen Sanders Structure Rep.: Brian Cinkutis

Sample Information

DIME Sample ID: 2020-06-03-27
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Inc.
Sample Organization Contact: (925) 754-9494
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 06/03/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2020
The quantity of what the sample constitutes: 18 CY
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name: VOIDED SLAB
The fabricator/manufacturer/facility name: KIE-CON, INC

Material Information

The concrete mix design number: K6100
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 104877
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: WHEEL BARROW
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 1

DIME Test ID: 2020-06-03-27-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/24/2020
Date Tested: 07/01/2020
Submitted By Organization: Kie-Con, Inc.
Organization Address: 3550 Wilbur Ave,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: estuardo.ramirez@kiecon.com
Organization Phone: (925) 754-9494
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Capped in accordance with? ASTM C617/CTM521
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 8650 psi
Maximum load on cylinder 1 240010 lb
Maximum load on cylinder 2 249060 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 28 days
Age of specimen in hours 0 hours

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.