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Sample Record for 2020-06-12-25

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: 2020-06-12-25
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: 06/12/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/13/2020
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: 105224
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: 2020-06-12-25-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/24/2020
Date Tested: 07/10/2020
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
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
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) 8985 psi
Maximum load on cylinder 1 251320 lb
Maximum load on cylinder 2 256690 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 no data

Tests Assigned to this Sample

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