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HomeMy WebLinkAboutCJ181033.0171DAILY SUMMARY REPORT Report Number:CJ181033.0171 Service Date:11/06/18 7770 W New York St Report Date:11/08/18 Indianapolis, IN 46214-2988 317-273-1690 Client Project Gibraltar Construction Corp West Park: The Groves Attn: Douglas Perry 3030 West 116th St. 2932 N Webster Ave Carmel, IN 46032 Indianapolis, IN 46219 Project Number: CJ181033 Services: As requested, a representative of Earth Exploration, Inc. was on project site to perform construction materials testing services. Earth Exploration, Inc. Rep.: Jamie Conwell Reported To:Ron Hueston with Gibraltar Construction Contractor: Report Distribution: (1) Gibraltar Construction Corp, Douglas Perry (1) City of Carmel IN, Mike Sheeks (1) Johnson Wilbur Adams, Inc., Michael Wilbur (1) Smith Group JJR, Jessie Fink Reviewed By:____________________________________ Jeremy Clem Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0001, 10-16-13, Rev.10 Page 1 of 1 FOUNDATION OBSERVATIONS All tests meet specifications See Foundation Observation Report for details Some tests do not meet specifications See Construction Observation Report All tests do not meet specifications None Performed IN-PLACE DENSITY TESTS All tests meet specifications See In-Place Density Test Report for details Some tests do not meet specifications Passing retests obtained All tests do not meet specifications None performed CONCRETE, GROUT, MORTAR SAMPLING/TESTS Tests performed:Slump Slump Entrained Air Temperature Unit Wt.Yield Number of specimens cast Total Quantity Yd3 Specimen Type:Cylinders Beams Motar Cubes Grout Prisms Other None Performed ASPHALT SAMPLING/TESTS Tests performed:Nuclear Density Temperature Thickness Bulk Sampling Number of Tests Total Quantity Tons Core Sampling Number of Cores Marshall Density Extraction/Gradation None Performed Stability / Flow Weather: Cloudy See attached Daily Construction Observation Report. DAILY SUMMARY REPORT Report Number:CJ181033.0171 Service Date:11/06/18 7770 W New York St Report Date:11/08/18 Indianapolis, IN 46214-2988 317-273-1690 Client Project Gibraltar Construction Corp West Park: The Groves Attn: Douglas Perry 3030 West 116th St. 2932 N Webster Ave Carmel, IN 46032 Indianapolis, IN 46219 Project Number: CJ181033 Services: As requested, a representative of Earth Exploration, Inc. was on project site to perform construction materials testing services. Earth Exploration, Inc. Rep.: Jamie Conwell Reported To:Ron Hueston with Gibraltar Construction Contractor: Report Distribution: (1) Gibraltar Construction Corp, Douglas Perry (1) City of Carmel IN, Mike Sheeks (1) Johnson Wilbur Adams, Inc., Michael Wilbur (1) Smith Group JJR, Jessie Fink Reviewed By:____________________________________ Jeremy Clem Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. AF0001, 10-16-13, Rev.3 Page 1 of 1 Weather: Cloudy, mid 50’s 1.Earth Exploration, Inc. (EEI) was on site at the request of Bill with Gibraltar Construction to perform visual inspection of the excavated footings and perform foundation testing. The contractor made excavations for the bridge footings on the East and West side of building. EEI noted that excavation work was extended to the approximate design bottom of footing elevation of -3’ below the existing grade. The footings on the East side had to be undercut due to soft wet material. The North East footing was undercut 1’ and backfilled with #53 stone in two 6in. lifts, compacting each. The South East footing was undercut 6in, backfilled with 1 lift of #53 stone and compacted. The West footings appeared to be suitable for the intended design. While on site EEI observed contractor undercut and backfill as recommended by Jeremy Clem with EEI. No further work was performed today.