Page 499 - Construction Waterproofing Handbook
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LEAK INVESTIGATION AND DETECTION  13.15
                         amount of H atoms, the equipment is capable of providing an accurate reading of the amount
                         of water in each specific grid of area tested. This can be useful in narrowing the search of the
                         leakage problem.
                            All this equipment is useful in detailing the extent of moisture entrapped or present in
                         the substrate, but cannot pinpoint the actual cause for water infiltration. The equipment
                         must be used in conjunction with a visual inspection of the actual substrate conditions and
                         appropriate water testing to verify the actual cause of water infiltration. There are tech-
                         niques available and adopted from other industries that can assist in pinpointing leakage
                         that is not capable of being visually inspected. This includes fiber-optic endoscopes.
                            Endoscopes have a tiny camera attached to the end of a flexible cable that permits
                         the probe to be inserted directly into envelope components with minimal or no damage.
                         The camera relays the picture back to a portable viewing station that can be adapted to
                         tape the inspection on a video (VCR) format. The tape can then be viewed later, comparing
                         it with the construction documents in addressing the leakage problem.
                            This equipment can be used to inspect the inter-wythe of a masonry wall without
                         removing the outer masonry units to gain access for inspection.
                            Other envelope components that are multilayered can be accessed by the probe with
                         minimal destructive damage, including curtain walls and their anchoring and natural stone
                         facades applied with metal supports.
                            It is possible that the endoscope can be used to inspect below-grade exterior surfaces
                         without necessitating the complete removal of backfill or other landscaping. Small bore
                         holes adjacent to the envelope can be made, then lowering the probe into the hole. If nec-
                         essary, the hole can be flushed with water to remove soil and debris from the substrate
                         prior to the endoscope inspection.


             TEST RESULTS

                         As the test progresses, all procedures and results should be documented for review. If the
                         test is to be used as evidence in legal situations, videotaping can be used to document test
                         procedures and results. Once an area begins to leak, the test should be stopped until water
                         infiltration stops, then retested immediately to certify the leakage.
                            The documentation of the tests does not complete the leak detection process. All infor-
                         mation gathered, from the initial leak reports to the test results, should be accumulated and
                         compiled for further investigation. All written documentation, pictures, and recordings
                         including video should be used together to verify the exact causes of the leakage and reme-
                         dial planning.



             INVESTIGATION

                         Testing does not necessarily confirm the cause of leakage, as it may only have isolated the spe-
                         cific area where the envelope has been breached. This area, though, may include several dif-
                         ferent envelope components, transition, or termination detailing, or involve divertor systems.
                         To fully understand the cause of leakage and make appropriate remedial decisions, including
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