HomeMy WebLinkAboutE211820c-050222=On=A-rpt019adsigned.pdf - 21-00270 - Iron Horse Division 1 - 1076 S 12th W - Plat - Infrastructure Acceptance1774 Precision East Drive Idaho Falls, ID 83402 (208) 529-8242 Fax (208) 529-6911
oneatlas.com
Tana Barney Phone: (208) 616-1050
Ball Ventures, LLC Fax:
PO Box 51298 Other: E-REPORTS ONLY
Idaho Falls, ID 83705
Project: Iron Horse 1, Civil Work Only, Rexburg,
ID CMT - Ball Ventures
Permit #:
Project Manager: Derrick Fontes
File #: E211820c
INSPECTION/TESTING REPORT
Our representative(s) performed work on the above referenced project. Attached you will find the
corresponding inspection and/or test reports. Please refer to the attached reports for details and locations of
our testing and inspection services.
If there are questions concerning the attachment(s), please contact the project manager at (208) 529-8242.
Respectfully submitted,
Atlas Technical Consultants, LLC
cc:
Attachments:
5/3/2022
Page 1 of 3
rpt019ad
www.oneatlas.com
DENSITY OF BITUMINOUS CONCRETE IN PLACE
BY NUCLEAR METHODS (ASTM D-2950)
Rev. Sept 28, 2020
Make & Model:Gauge #:Serial #:Standard Counts: DS:MS:
NOTICE: Our professionals are represented on site solely to observe operations of the contractor to form opinions about the adequacy of those operations, and to report those
opinions to our client. The presence and activities of our representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may
The contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction.
This Report is Preliminary.
observation was performed. Observations and/or conclusions and/or
shall take precedence over those indicated in a preliminary report.
This Report is Final.
conclusions drawn from this report should be discussed with and
evaluated by the professional involved.
Inspector: _________________________________________ Date: ________________
Note: The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a felony under Federal Statute.
Reviewed by: ______________________________________Date: ________________
Contractor Initials: ____________
Date: _______________ File #: _____________________ Project Name: ____________________________________
Contractor: _________________________________________ Permit #: ________________________________________
Inspector: __________________________________________ Weather: _______________________________________
Paving Contractor: ___________________________________ % Compaction Spec.: ______________________________
Material Source: _______________________________ Asphalt Mix Description: _________________________________
Marshall Unit Weight:____________ Hveem Max. Theoretical: ___________ Super Pave Max. Theoretical: ____________
Mix Temperature (˚F) (Delivered): __________ Mix Design Provided: Yes No Mat Thickness Spec.: ___________
No cores have been taken to establish a core to gauge correlation factor. Compaction values reports above are uncorrected and for information only.
Test #Element and Location Test A
(pcf)Test B
(pcf)
Average
(pcf)Core
Correlation
Corrected
Density
(pcf)
%
Compaction Core
Thickness
Notes:
Date of Last Calibration:
5/2/2022 E211820c Iron Horse
DEPATCO Not provided
J. Franson Rainy
DEPATCO 91
DEPATCO
151.6
4
1
Road.
ST 0+20, 5’ ECL 144.0 144.7 144.4 144.4 95.2
2
Road.
ST 1+20, 10’ WCL 146.5 146.2 146.4 146.4 96.5
3
Road.
ST 2+20, 8’ ECL 139.2 140.5 139.9 139.9 92.2
4
Road.
ST 3+20, 8’ WCL 145.7 143.2 144.5 144.5 95.3
5
Road.
ST 4+20, 3’ ECL 143.2 142.6 142.9 142.9 94.3
6
Road.
ST 5+20, 8’ WCL 144.5 145.6 145.1 145.1 95.7
7
Road.
ST 6+20, 4’ ECL 143.7 144.3 144.0 144.0 95.0
8
Road.
ST 7+20, 15’ WCL 143.4 144.1 143.8 143.8 94.8
17 Troxler 3440 34596 1936 729
2/25/2022
Station 00 is at the start of paving at the intersection of University Blvd and 12th W and continuing south.
ST = Station. ECL = East of Center Line. WCL = West of Center Line.
Contractor left before a signature could be obtained. Placement of asphalt occurred on 04.30.2022.
5/2/2022
4
5/3/2022 Jocelynn Silva
5/3/2022
Page 2 of 3
www.oneatlas.com
DENSITY OF BITUMINOUS CONCRETE IN PLACE
BY NUCLEAR METHODS (ASTM D-2950)
Rev. Sept 28, 2020
Make & Model:Gauge #:Serial #:Standard Counts: DS:MS:
NOTICE: Our professionals are represented on site solely to observe operations of the contractor to form opinions about the adequacy of those operations, and to report those
opinions to our client. The presence and activities of our representatives do not relieve any contractor from its obligation to meet contractual requirements. No one except our client may
The contractor retains sole responsibility for site safety and the methods, operations, and sequences of construction.
This Report is Preliminary.
observation was performed. Observations and/or conclusions and/or
shall take precedence over those indicated in a preliminary report.
This Report is Final.
conclusions drawn from this report should be discussed with and
evaluated by the professional involved.
Inspector: _________________________________________ Date: ________________
Note: The recording of false, fictitious or fraudulent statements or entries on this document may be punishable as a felony under Federal Statute.
Reviewed by: ______________________________________Date: ________________
Contractor Initials: ____________
Date: _______________ File #: _____________________ Project Name: ____________________________________
Contractor: _________________________________________ Permit #: ________________________________________
Inspector: __________________________________________ Weather: _______________________________________
Paving Contractor: ___________________________________ % Compaction Spec.: ______________________________
Material Source: _______________________________ Asphalt Mix Description: _________________________________
Marshall Unit Weight:____________ Hveem Max. Theoretical: ___________ Super Pave Max. Theoretical: ____________
Mix Temperature (˚F) (Delivered): __________ Mix Design Provided: Yes No Mat Thickness Spec.: ___________
No cores have been taken to establish a core to gauge correlation factor. Compaction values reports above are uncorrected and for information only.
Test #Element and Location Test A
(pcf)Test B
(pcf)
Average
(pcf)Core
Correlation
Corrected
Density
(pcf)
%
Compaction Core
Thickness
Notes:
Date of Last Calibration:
5/2/2022 E211820c Iron Horse
DEPATCO Not provided
J. Franson Rainy
DEPATCO 91
DEPATCO
151.6
4
9
Road.
ST 8+20, 4’ ECL 143.0 144.6
10
Road.
ST 9+20, 4’ WCL 145.1 144.3
11
Road.
ST 10+20, 5’ ECL 140.8 141.2
12
Road.
ST 11+20, 12 WCL 141.5 142.4
17 1936 729
2/25/2022
Station 00 is at the start of paving at the intersection of University Blvd and 12th W and continuing south.
ST = Station. ECL = East of Center Line. WCL = West of Center Line.
Contractor left before a signature could be obtained. Placement of asphalt occurred on 04.30.2022.
5/2/2022
4
5/3/2022 Jocelynn Silva
5/3/2022
Page 3 of 3