The URL can be used to link to this page

Home My WebLink AboutTerracon - 3/20/2018REINFORCING STEEL OBSERVATIONS REPORT Report Number: 95181011.0116 Irerracon Service Date: 03/20/18 2501 E Loop 820 N Report Date: 03/27/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 PROJECT DATA Drawings Utilized: Structural Sheets- PKS-302 Detail: C3, PKS-007 Detail: A5, PKS-610 Detail: E3, PKS-300 Detail: D7 (See Reinforcement Schedule) Locations/Items Observed: CIP Basement Wall- P4/15-15.4 Test Method: Visual Observation REPORT OF OBSERVATION ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT Placing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type X Bar Size X Proper Bar Placement X Stirrup Spacing & Type X Bar Grade X Properly Tied X Welded Splices Rebar Clean X Dowel Bars in Place X Mechanical Splices Trash & Debris Removed X Proper Bar Supports X Lapped Splices X Number of Bars X Proper Cover/Clearance X Discrepancies/Comments: Any discrepancies found were corrected prior to completion of this observation. Services: Observation of Reinforcing Steel Placement Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �njupa Senior 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, 5-5-10, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0116 Service Date: 03/20/18 Report Date: 03/27/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0115 Service Date: 03/20/18 2501 E Loop 820 N Report Date: 04/18/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Maximum Material Information Set Specimen Avg Diam. Sample Information Date Date Specified Strength: 4,000 psi @ 28 days Sample Date: 03/20/18 Sample Time: 1130 (sq in) Received Tested (days) Sampled By: Daniel Moreno Mix ID: 9458 1 A 4.00 12.57 Weather Conditions: Clear/ light wind Supplier: Argos 3,550 5 Accumulative Yards: 20/80 Batch Size (cy): 10 Batch Time: 1100 Plant: 123 Placement Method: Pump Truck No.: 4071 Ticket No.: 12325932 Water Added Before (gal): 63,140 Field Test Data 4 1 D 4.00 Water Added After (gal): 04/17/18 28 59,880 4,770 Sample Location: (Hotel) Pier- E.8/14 Test Result Specification Placement Location: (Hotel) Pier- E.8/14 Slump (in): 5 1/2 5-8 Hold Air Content (%): 2.0 0-3 Initial Cure: Outside Concrete Temp. (F): 63 50-95 Ambient Temp. (F): 50 35-100 Plastic Unit Wt. (pcf): 146.8 Yield (Cu. Yds.): Laboratory Test Data Age at Maximum Compressive Set Specimen Avg Diam. Area Date Date Test Load Strength Fracture Tested No. ID (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A 4.00 12.57 03/27/18 7 44,570 3,550 5 1 B 4.00 12.57 04/17/18 28 62,420 4,970 5 1 C 4.00 12.57 04/17/18 28 63,140 5,020 4 1 D 4.00 12.57 04/17/18 28 59,880 4,770 3 Average (28 days) 4,920 1 E Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Samples Made By: Terracon Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: Senior Project Manager Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231 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. Cx000t, 11-16-12, xev.6 Page 1 of 1 Distribution Page Report Number: 95181011.0115 Service Date: 03/20/18 Report Date: 04/18/18 Revision 1 - 28 -day results Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0114 Irerracon Service Date: 03/20/18 2501 E Loop 820 N Report Date: 07/02/18 Revision 1 - Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of 1 DRILLED PIER OBSERVATION Report Number: 95181011.0114 Service Date: March 20, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Daniel Moreno Pier Identification E.6/13.8 E.8/13 E.8/12 G.5/13 G.5/12 E.8/11 G.7/11 Pier Diameter (in.) 24 42 42 36 36 42 36 Top of Ground Elevation (ft.) 621.22 623.07 622.11 622.97 622.69 622.50 622.88 Top of Pier Elevation (ft.) 620.25 622.25 622.25 622.25 622.25 622.25 622.25 Depth to Bearing Stratum from Ground (ft.) 16.0 17.0 17.0 23.0 23.0 18.0 24.0 Depth of Pier from Ground (ft.) 28.0 46.0 45.0 43.0 45.3 43.1 44.0 Required Penetration (ft.) 10.0 25.0 25.0 20.0 20.0 25.0 20.0 Actual Penetration (ft.) 12.0 29.0 28.0 20.0 22.3 25.1 20.0 Depth from Top of Concrete (ft.) 28.5 46.0 44.5 42.5 45.3 43.0 43.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in.) 26 44 44 38 38 44 38 Cased Depth (ft.) 18.0 19.0 19.0 23.0 23.0 19.0 24.0 Number of Vertical Bars (ea.) 6 8 8 8 8 8 8 Reinforcing Bar Size (#) 6 9 9 8 8 9 8 Length of Vertical Bars (ft.) 26.2 45.0 44.9 44.2 44.2 43.0 43.2 Time Drilling was Completed 8:10 AM 9:00 AM 9:50 AM 10:55 AM 10:25 AM 1:30 PM 3:00 PM Time Concrete was Placed 12:20 PM 2:05 PM 2:20 PM 2:30 PM 4:00 PM 5:30 PM 5:50 PM "Started penetration below casing. Page 1 of 1 Distribution Page Report Number: 95181011.0114 Service Date: 03/20/18 Report Date: 07/02/18 Revision 1 - Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) ArchiTexas, Michael Karnowski (1) City of Grapevine TX, Curtis A Bergthold (1) Construction Management Group of Fair Oaks CA, Blake Cearley (1) JQ Engineering, Mike Oler (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 DRILLED PIER OBSERVATION REPORT Report Number: 95181011.0114 Irerracon Service Date: 03/20/18 2501 E Loop 820 N Report Date: 04/11/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Proiect Number: 95181011 On this date, a Terracon technician arrived at the above referenced jobsite as scheduled for Drilled Pier Observation. See attached sheet for recorded data. NOTE: Elevation data provided by others or taken from plans. Services: Drilled Pier Observation Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: �,Tuipa Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of 1 DRILLED PIER OBSERVATION Report Number: 95181011.0114 Service Date: March 20, 2018 Client: Brooks Hospitality Consulting Corp Attn: Mark Brooks 206 Oldenwood Ct Colleyville, TX 76034 Driller: CMG 1 rerracon 2501 E. Loop 820 North Fort Worth, Texas 76118 817-268-8600 Reg No: F-3272 Project: Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project No.: 95181011 Technician: Daniel Moreno Pier Identification B.8/14 B.8/13 B.8/12 G.5/13 G.5/12 G.5/13 G.5/14 Pier Diameter (in.) 24 42 42 36 36 42 36 Top of Ground Elevation (ft.) 621.22 628.07 622.11 622.13 622.69 622.80 622.80 Top of Pier Elevation (ft.) 622.25 622.25 622.25 622.25 622.25 622.25 622.25 Depth to Bearing Stratum from Ground (ft.) 17.0 18.0 17.4 18.5 17.8 18.0 23.0 Depth of Pier from Ground (ft.) 28.0 46.0 45.0 43.0 45.3 43.1 44.0 Required Penetration (ft.) 10.0 23.0 25.0 20.0 20.0 25.0 20.0 Actual Penetration (ft.) 11.0 28.0 27.6 24.5 27.5 25.1 21.0 Depth from Top of Concrete (ft.) 28.5 46.0 44.5 42.5 45.3 43.0 43.5 Condition of Bottom (wet or dry) Dry Dry Dry Dry Dry Dry Dry Plumb Within Tolerance (yes or no) Yes Yes Yes Yes Yes Yes Yes Casing Diameter (in.) 26 44 44 33 38 44 33 Cased Depth (ft.) 18.0 19.0 19.0 23.0 23.0 19.0 24.0 Number of Vertical Bars (ea.) 6 8 8 8 8 8 8 Reinforcing Bar Size (#) 6 9 9 8 8 9 8 Length of Vertical Bars (ft.) 26.2 45.0 44.1 49.2 44.2 43.0 43.2 Time Drilling was Completed 8:10 AM 9:00 AM 9:30 AM 10:55 AM 10:25 AM 1:30 PM 3:00 PM Time Concrete was Placed 12:20 PM 2:05 PM 2:20 PM 2:30 PM 4:00 PM 5:30 PM 5:50 PM Started penetration below casing Page 1 of 1 Distribution Page Report Number: 95181011.0114 Service Date: 03/20/18 Report Date: 04/11/18 Task: Distribution List (1) Coury Hospitality, Mark Brooks (1) AECC Inc, Lee Ledet (1) City of Grapevine TX, Curtis A Bergthold (1) CMG Construction, Blake Cearley (1) Manhattan Construction Co, Ben Jensen (1) Manhattan Construction Co, Brad Scheckelhoff (1) Manhattan Construction Co, Chase Pritchard (1) Manhattan Construction Co, Daniel Rideau (1) Manhattan Construction Co, David Saiter (1) Manhattan Construction Co, Frederick Moore (1) Manhattan Construction Co, Robert Montgomery Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0112A Irerracon Service Date: 03/20/18 2501 E Loop 820 N Report Date: 04/02/18 Fort Worth, TX 76118-6978 817-268-8600 Reg No: F-3272 Client Project Coury Hospitality Grapevine Main Phase 1 Attn: Mark Brooks 815 South Main Street 7134 S Yale, Ste 400 Grapevine, TX 76051 Tulsa, OK 74136 Project Number: 95181011 TOTAL NUMBER OF CONCRETE CYLINDERS PICKED UP: 5 Report No.: 95181011.0112A No. of Cylinders: 1 set of 5 Services: Terracon Rep.: Daniel Moreno Reported To: David with Manhattan Contractor: Report Distribution: See attached distribution list. Reviewed By: �,T Senior 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. sC0001, 10-16-13, Rev.10 Page 1 of I Distribution Page Report Number: 95181011.0112A Service Date: 03/20/18 Report Date: 04/02/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) CMG Construction, blakec@cmgconstruction.com (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600 FIELD DENSITY TEST REPORT Irerracon Report Number: 95181011.0119 Service Date: 03/20/18 2501 E Loop 820 N Report Date: 03/27/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Ree No: F-3272 Client Project Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Material Information Lab Test Data Project Requirements Mat. Proctor No. Ref. No. 1 95181011.0004 Field Test Data Classification and Description Yellowish Brown Clayey Sand Test No. Test Location Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 18.4 106.2 +4 Min 93 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager Test Methods: ASTM D6938 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. cRoo07, 11-16-12, Rev.7 Page 1 of 1 Exterior basement Wall (P4/15.5 -P4/16 -P7/16 -P7/15.3) 1 P4/15.8 4 1 6 127.6 24.1 23.3 103.5 97 2 P5.5/16 4 1 6 126.6 23.8 23.2 102.8 97 3 P7/15.6 4 1 6 126.1 24.4 24.0 101.7 96 P5.5/16 -P7/16 -P7/15.3 4 P6/16 4 1 6 124.8 24.6 24.6 100.2 94 5 P7/15.5 4 1 6 125.5 23.7 23.3 101.8 96 Datum: Moisture Condition. Std. Cut. M:671 Std. Cut. D: 2049 S/N: Make: Model: Last Cal. Date: Comments: Test and/or retest results on this report meet project requirements as noted above. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition (ASTM D-6938). Terracon Rep.: Daniel Moreno Reported To: Contractor: Manhattan Report Distribution: See attached distribution list. Reviewed By: __Lto Tul Senior Project Manager Test Methods: ASTM D6938 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. cRoo07, 11-16-12, Rev.7 Page 1 of 1 Distribution Page Report Number: 95181011.0119 Service Date: 03/20/18 Report Date: 03/27/18 Task: Distribution List (1) Coury Hospitality, mark@brookshc.com (1)AECC Inc, leel@aeccinc.com (1) City of Grapevine TX, curtisb@grapevinetexas.gov (1) Manhattan Construction Co, bjensen@manhattanconstruction.com (1) Manhattan Construction Co, bscheckelhoff@manhattanconstruction.com (1) Manhattan Construction Co, cpritchard@manhattanconstruction.com (1) Manhattan Construction Co, drideau@manhattanconstruction.com (1) Manhattan Construction Co, dsaiter@manhattanconstruction.com (1) Manhattan Construction Co, frederick.moore@manhattanconstruction.com (1) Manhattan Construction Co, rmontgomery2@manhattanconstruction.com Irerracon 2501 E Loop 820 N Fort Worth, TX 76118-6978 817-268-8600