Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 214873 DEA: 010F3104 EFIS: 0115000108
QA Service Level: 1
DIST-CO-RTE-PM: 01-DN-101-39.8
Work Description: REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE.
Location Description: DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK
Contractor Name: MCCULLOUGH CONSTRUCTION INC
Contractor Address: 57 Alder Grove Road, Arcata, CA 95521
Resident Engineer: Karen Sanders Structure Rep.: Brian Cinkutis
DIME Sample ID: 2021-01-04-3
TL Number from the TL Form:
Sample Submitted By Organization: Kie-Con, Incorporated - Antioch
Sample Organization Contact: (925) 331-7122
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 01/04/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/05/2021
The quantity of what the sample constitutes: 35.3 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:
The fabricator/manufacturer/facility name: KIE-CON, INC
The concrete mix design number: K6080-603 V1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 108942
Concrete batch plant:
The fabricator/manufacturer designation for the sample: 20-060 1/4/2021
A detailed description of where the material sample was collected: Concrete sample from wheelbarrow
Where the material sample would have been placed if not sampled: Box Girder
From Lot No.:
Bag Lot No.:
DIME Test ID: 2021-01-04-3-1
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 01/08/2021
Date Tested: 01/05/2020
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
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)
|
5040 psi
|
|
Maximum load on cylinder 1
|
139570 lb
|
|
Maximum load on cylinder 2
|
145270 lb
|
|
Type of fracture pattern of cylinder 1
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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
|
1 days
|
|
Age of specimen in hours
|
20 hours
|
DIME Test ID: 2021-01-04-3-2
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/15/2021
Date Tested: 02/01/2021
Submitted By Organization: Kie-Con, Incorporated - Antioch
Organization Address: 3551 Wilbur Avenue,
Organization City: Antioch
Organization State: CA
Organization Zipcode: 94509
Organization Email: cesar.rodriguez3@kiewit.com
Organization Phone: (925) 302-3654
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)
|
10580 psi
|
|
Maximum load on cylinder 1
|
298050 lb
|
|
Maximum load on cylinder 2
|
299850 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
|
670 hours
|
