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Home My WebLink AboutCJ181033.0169ADAILY SUMMARY REPORT Report Number:CJ181033.0169A Service Date:11/05/18 7770 W New York St Report Date:11/06/18 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: Sunny See attached Daily Construction Observation Report. DAILY SUMMARY REPORT Report Number:CJ181033.0169A Service Date:11/05/18 7770 W New York St Report Date:11/06/18 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 40’s 1.Earth Exploration, Inc. (EEI) was on site at the request of Ron Hueston with Gibraltar Construction to perform field density testing on asphalt binder placement for the east parking lot and the entrance road. Upon arrival of the first load of asphalt it was determined that Grady was placing 12.5 mm intermediate asphalt instead of the specified 19.0 mm intermediate mix as outlined in the project manual. EEI informed Grady and Gibraltar of this issue and after discussion, Gibraltar directed Grady to continue placement of the mix. It is understood that the Project Engineer representing the City of Carmel will be reviewing the mix design of the 12.5 mm mix to determine the suitability of the material. 2.EEI performed field nuclear density testing on the material using the provided Marshal value of 155.1 pcf. Test results indicated density values ranging from 138.2 to 140.1 pcf meeting the minimum density of 90% but falling short of the required average of 92%. Core samples will be collected to determine the in-place density of the material. EEI also noted the subgrade stone was saturated with water prior to paving beginning. The subgrade appeared to pump and rut during placement of material and the turning of the trucks around the lot during discharge of the material. EEI noted 90% of parking area had this effect. EEI noted that the main road coming into park seemed solid with little to no pumping or rutting. Contractor placed in controlled loose lifts of 2.25”. Asphalt temperature ranged from 240 to 290 degrees during placement.