Apoorv Poswal

Associate Consultant

Noida, Uttar Pradesh, India5 yrs 6 mos experience

Key Highlights

Strong foundation in Data Science and Engineering.
Hands-on experience with Machine Learning and Data Analysis.
Proven ability to manage projects and teams effectively.

Stackforce AI infers this person is a Data Science and Engineering professional with a focus on project management.

Contact

Skills

Core Skills

Machine LearningData AnalysisStructural EngineeringProject Management

Other Skills

Affective ComputingAnalytical SkillsAutoCADAzure DatabricksC++Computer VisionCritical ThinkingData CleaningData structures and AlgorithmsDatabase Management System (DBMS)Deep LearningEDAExploratory Data AnalysisExtract, Transform, Load (ETL)Hypothesis Testing

Experience

5 yrs 6 mos

Total Experience

1 yr 2 mos

Average Tenure

10 mos

Current Experience

Axtria - ingenious insights

Analyst (R&D)

Jul 2025 – Present · 10 mos · Noida, Uttar Pradesh, India · Hybrid

Circle k

Data Science Intern

May 2024 – Jul 2024 · 2 mos · Gurugram, Haryana, India · On-site

Machine LearningMerchandise PlanningJiraAzure DatabricksData CleaningSQL+4

Asc infratech p limited.

2 roles

Assistant Bridge Engineer

Mar 2022 – Jun 2022 · 3 mos

21. Aligarh Kanpur (NH-91) - 21m wide Prestressed Piercap @429+916 - New elevated viaduct - for 52-32m, 32-26m, 26-26m & 32-32m spans
22. Extradosed PSC over Brahmaputra - 2 span continuous (15m each) East Ramp - Rotary of 28m radius
23. Extradosed PSC over Brahmaputra - Blister & Deviator block design of Ramp
24. Chambal - Transverse analysis - 17m wide, 3.3m depth with 3.75m cantilever Box
25. Lucknow Kanpur - Transverse Analysis - 28m wide, 2.4m height with 6.75m cantilever Twin cell Box
26. Ayodhya - 24.172m ROB @CH.107A - 5 Girder system - Post-tensioned
27. Ayodhya - 19.435m ROB @CH.107A - 5 RCC Girder system
28. DND Faridabad - 33.8 degree skew - A span of 4 RCC girders & another of 4 Pre-tensioned girders
29. Ayodhya - 3 span continuous (13m each) & Integral solid slab ROB @CH.105 - 2x2 piles in mid with ends supported on bearings - 48m radius curve
30. Aligarh Kanpur (NH-91) - 31.11m MNB @390+840 - 41.5 Degree skew - 6 girder system - Post-tensioned

Microsoft ExcelStructural Engineering

Trainee Engineer (Bridge Design)

Sep 2021 – Feb 2022 · 5 mos

1. Bundelkhand - Load testing of 32.6m Flyover @ CH. 125+250 and 40m MJB @ CH. 121+550
2. Gangapath (from Digah to Didarganj) - 24.62m & 21m width Flyover - 5 Girder system - Post-tensioned
3. Jagdishpur-Faridabad (NH 330A) - MNB 3 span (15m each) continuous integral resting on 4x3 piles.
4. Aligarh Kanpur (NH 91) - 32.484m ROB cum flyover viaduct @ CH.427+175 - Diaphragm supported Post-tensioned
5. Pararia-Mohania (Pkg-2) - 26m VUP @ CH.95+890 - 1 span Integral - 3 girder system Post-tensioned
6. Pararia-Mohania (Pkg-2) - 30.8m VOP @ CH.84+480 - Post-tensioned
7. Pararia-Mohania (Pkg-2) - 14.6m VOP @ CH.84+480 - RCC span
8. Banihal Bypass - 27.6m Viaduct @ CH.187+704 - Curved simply supported - Post-tensioned - 4 girder system
9. Gopalganjh - Transverse analysis - 21m wide & 2.4m height with 6.75m cantilever - Single Box girder
10. Aligarh Kanpur (NH 91) - 23.2m VUP, 14.5m wide RCC span @CH. 400+720, 409+768 & 410+845
11. Aligarh Kanpur (NH 91) - 18.15m VUP, 14.5m wide RCC span @CH. 389+676, 399+093, 715+850 & 424+670
12. Extradosed PSC over Brahmaputra river - 46.664m simply supported segmental double Box girder - left span (PB12-PB13) straight & right one in curve (PB12-PL1)
13. Mopa - 6 Lane (NH 166S) - Transverse analysis - 17m wide & 3.5m depth Box girder
14. Extradosed PSC over Brahmaputra river - 51.69m segmental structure - Twin cell box - PB10-PB11 & PB20-PB21
15. Aligarh Kanpur (NH-91) - 2x26m continuous - Diaphragm supported - Pre-tensioned - New elevated viaduct @428+916
16. Aligarh Kanpur (NH-91) - 19.44m ROB @ 427+175 - Diaphragm supported - 6 RCC girder system
17. Pararia-Mohina (Pkg-2) - 9m span & 9.5m wide MNB - RCC Solid slab - 34 deg skew @ 57+ 375
18. Extradosed PSC over Brahmaputra river - 10.87m & 13.5m wide ROB - Solid slab
19. Aligarh Kanpur (NH-91) - 28.16m and 30m MJB @401+187 - 15 deg skew - Diaphragm supported 6 girder system - post-tensioned
20. Extradosed PSC over Brahmaputra river - 48.82m Rescue span - Cast in situ Box girder

Rodic consultants private limited

Summer Intern

Aug 2020 – Oct 2020 · 2 mos · New Delhi, Delhi, India

Working under Railway department, on a project of DFCC/MGS.
Done a structural review of LC gate goomty building of mughalsarai - sonnagar station.
Prepared an Quality assurance plan for civil structures.
Plotted a S-curve for M/s Texmaco engineering limited.
Done Risk mitigation and prepared Risk matrix for PMC Contact.
Prepared a Mix Design for concrete using a computer program.
Introduced the concept of Self compacting concrete, for preventing Honeycombing in the Structures.
Prepared a Quality assurance and Quality control plan for concrete to impart awareness and training to site Engineers.
Done a Case study on causes of bridge failure in India.
Worked on Rural development project, to make villages, smart using technology. So, I collected the data of all the villages in 2 Districts of UP, 1 District of Bihar, 1 District of Andhra Pradesh, 14 Districts of Kerala and 4 Districts of Tripura.

Project Management