Letter on cracks on girder top surface
Content Brief:
- The following content pertains to the highway project girder casting defects.
- It contain a independent engineer’s findings of defective top surface of girder i.e. formation of cracks on top surface of the girder.
- This article includes a various sample site instruction notices or letters to the concessionaire by the IE about the subject.
- It reference to defects identified in girder casting and after the de shuttering during site inspection by IE team.
- These site instructions are in a fashion of summarizes the identified defect. And, prescribing remedial measures along with a time frame for corrective actions or complete or rejections by an independent engineer.
- The following are the various site instruction letters on girder casting, issue NCP on identified defects and suggested remedial measures or rejections on defective product.
Site Instruction letter on improper concerting works of girder casting
To
The Concessionaire Subject: Concreting of precast superstructure Girder for span S2 girder G-6 at River Bridge- Reg Dear Sir, With reference to the above mentioned subject, during site visit by our representative as on dated 04.08.2024. It was noticed that you are adding water in Concrete transit Mixer during the concreting of precast superstructure Girder for span S2 girder G-6 at River Bridge which will creates cracks on surface/reducing the strength of concrete. Further we noticed the temperature was high at the time of placing concrete. You are advised to start works in morning times, to avoid placing of concrete at higher temperature. This is for your information and necessary action. Thanking you. |
Letter on Appearance of cracks on top surface of Pre cast superstructure Girder
To
The Concessionaire Subject: Observed cracks on top surface of girder for span S2 girder G-6 at River Bridge-reg. Dear Sir, With reference to the above mentioned subject, during site visit by our representative as on dated 05.08.2024. It was noticed that the de shuttering work was done and the top portion of the girder reflects a surface cracks. And same was highlighted with paint. It is the result that of you are adding water in Concrete transit Mixer during the concreting of precast superstructure Girder for span S2 girder G-6 at River Bridge. You are herewith notified these defect as non conformation product and necessary further action to comply for remedial action. This is for your information and necessary action. Thanking you. |
Arrange the independent agency inspection for assessing the strength of defective girder
To
The Concessionaire Subject: Conduct a concrete strength assessment of defective Girder- Reg Ref: site inspection and NCP issued Dear Sir, With reference to the above mentioned subject and further site visit on 04.08.24. Please arrange for independent agency inspection i.e. Civil Aid for assessing the strength of structure to use the precast girders in permanent works, reasons for cracks appearance and rectification measures for closing the cracks. This is for your information and necessary action |
Letter on defective girder rejection at casting yard. (After failing the defect rectification by the contractor).
To
The Concessionaire Subject: Girder G-6 rejection followed by repeated site instructions at river Bridge-reg Ref: As above Dear Sir, Please refer to our above mentioned letter no.xx. in spite of our repeated request you have not in a position to maintain the quality or proper care and methodology in concrete pouring to important structural elements. Therefore Girder no Span 2 G-6 of river Bridge is rejected. So kindly remove it from the site. Thanking you |
Letter on rejection of girder launching subject to conditions
To
The Concessionaire Subject: Summary of RFI activity number rejection-Launching of Span S1-B6 girder Ref: RFI No issued for girder launching at river bridge 17+400 (LHS) Dear Sir, In further connecting to my discussion with you in this Morning the reasons for taking of the launching of Girder on rivera Bridge is not acceptable to us for the following reasons. Non compliance of non destructive test asked by us. To establish structural strength of the precast concrete girder RFI not raised for Trail launching Hence we are not accepting launching of Girders on River Bridge. Thanking you |
Comments on Compliance report submission upon site instruction letter on cracks on girder surface
To
The Concessionaire Subject: Submission of Compliance-Regarding Ref: Your compliance report Letter submission on non conformation product Dear Sir, With reference to the above mentioned subject and your explanation vide letter above, we are accepting your proposal to take additional precautions/measures for concreting of precast concrete girders. But for already Casted PSC Girders of Span (A1-P1) you have to carry out the Load Test on Deck Slab and inject with POSROC Compound only for already developed Cracks as per manufacturer instructions. So please conduct the Load Test and submit the results for closing the NCPN No. 9 Thanking you, |
A Note to the Visitor on the Site instruction letter on cracks on girder top surface.
It is that a few important and mandatory aspects are only discussed herewith. Kindly note that the above inspection observations are considered examples. You may adopt the gist of the subject and change it to suit the current need. And before using this content in your letter drafting, you need to ensure the specific CA contractual conditions and other aspects, etc.
Also Read the Site Instruction letter on Hot mix plant operations
Site Instruction on earthen shoulder
Site instruction letter on faulty highway works
You can find various sample draft formats for highway operation and maintenance.
Additionally, you can find various sample draft formats for highway construction.
FAQ’s Related to letter on cracks on girder top surface.
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