The URL can be used to link to this page

Home My WebLink AboutTerracon - 5/16/2018CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0250 Service Date: 05/16/18 2501 E Loop 820 N Report Date: 06/15/18 Revision 1 - 28 -day results Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg No: F-3272 Client Coury Hospitality Attn: Mark Brooks 7134 S Yale, Ste 400 Tulsa, OK 74136 Material Information Specified Strength: 5,000 psi @ 28 days Mix ID: 9792 Supplier: Argos Batch Time: 1320 Plant: 110 Truck No.: 6022 Ticket No.: 11026132 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Result Specification 61/2 3-5 4.3 3-6 90 40-95 85 A 148.4 12.57 Laboratory Test Data Set Specimen Avg Diam. Area No. ID (in) (sq in) 1 A 4.00 12.57 1 B 4.00 12.57 1 C 4.00 12.57 1 D 4.00 12.57 Project Grapevine Main Phase 1 815 South Main Street Grapevine, TX 76051 Project Number: 95181011 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Date Date Test Load Received Tested (days) (lbs) 05/23/18 7 59,000 06/13/18 28 71,600 06/13/18 28 73,880 06/13/18 28 74,830 Average (28 days) 05/16/18 Sample Time: 1415 Daniel Moreno Celar/No wind 10/10 Batch Size (cy): 10 Bucket & lift Slab Support Wall- 1'6" wall/ SEE ATTACHMENT. Slab Support Wall- 1'6" wall/ SEE ATTACHMENT. / Columns- P2/16 & P3/16 Compressive Strength Fracture Tested (psi) Type By 4,700 3 5,700 4 5,880 2 5,950 3 5,840 1 E Hold Initial Cure: Outside Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Wall- Sheet: S-302 Details: E3 & E5 (Highlighted wall on attachment.) 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: 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 Grapevine Main Phase 1 Site Plan: Report Number: 95181011.0250 1rerracon 815 South Main Street Technician: Daniel Moreno 2501 E Loop 820 N Grapevine, TX 76051 Date: 05/16/18 Fort Worth, TX 76118-6978 Scale: Not to Scale 817-268-8600 Reg No: F-3272 BDOOOP, 08-24-13, Rev.O Distribution Page Report Number: 95181011.0250 Service Date: 05/16/18 Report Date: 06/15/18 Revision 1 - 28 -day results 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 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon Report Number: 95181011.0250 Service Date: 05/16/18 2501 E Loop 820 N Report Date: 05/25/18 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 Sample Information Specified Strength: 5,000 psi @ 28 days Mix ID: 9792 Supplier: Argos Batch Time: 1320 Truck No.: 6022 Field Test Data Test Slump (in): Air Content (%): Concrete Temp. (F): Ambient Temp. (F): Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Plant: 110 Ticket No.: 11026132 Result Specification 61/2 3-5 4.3 3-6 90 40-95 85 4.00 148.4 59,000 Laboratory Test Data Set Specimen Avg Diam. No. ID (in) 1 A 4.00 1 B 4.00 1 C 4.00 1 D 4.00 1 E 59,000 Initial Cure: Outside 06/13/18 Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal): Water Added After (gal): Sample Location: Placement Location: Age at Maximum Area Date Date Test Load (sq in) Received Tested (days) (lbs) 12.57 05/23/18 7 59,000 12.57 06/13/18 28 12.57 06/13/18 28 12.57 06/13/18 28 Hold Final Cure: Moist Room Comments: Wall- Sheet: S-302 Details: E3 & E5 (Highlighted wall on attachment.) 05/16/18 Sample Time: 1415 Daniel Moreno Celar/No wind 10/10 Batch Size (cy): 10 Bucket & lift Slab Support Wall- 1'6" wall/ SEE ATTACHMENT. Slab Support Wall- 1'6" wall/ SEE ATTACHMENT. / Columns- P2/16 & P3/16 Compressive Strength Fracture Tested (psi) Type By 4,700 3 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: 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 Grapevine Main Phase 1 Site Plan: Report Number: 95181011.0250 1rerracon 815 South Main Street Technician: Daniel Moreno 2501 E Loop 820 N Grapevine, TX 76051 Date: 05/16/18 Fort Worth, TX 76118-6978 Scale: Not to Scale 817-268-8600 Reg No: F-3272 BDOOOP, 08-24-13, Rev.O Distribution Page Report Number: 95181011.0250 Service Date: 05/16/18 Report Date: 05/25/18 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 CANCELLED SERVICE REPORT Report Number: 95181011.0247 Irerracon Service Date: 05/16/18 2501 E Loop 820 N Report Date: 06/05/18 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 Tulsa, OK 74136 Grapevine, TX 76051 Project Number: 95181011 On May 16, 2018, a representative of Terracon arrived at the above referenced project to perform/observe piers. Upon arrival to the site the technician was notified by David Saiter with Manhatten that services had been cancelled due to positioning of piers due to the need for dirt work. Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: 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 Distribution Page Report Number: 95181011.0247 Service Date: 05/16/18 Report Date: 06/05/18 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 CONCRETE SAMPLE PICK-UP REPORT Report Number: 95181011.0245A Service Date: 05/16/18 Report Date: 05/25/18 Irerracon 2501 E Loop 820 N 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.: 95181011.0245 No. of Cylinders: 1 set of 5 (4x8) Services: Terracon Rep.: Daniel Blocker Reported To: Contractor: Report Distribution: See attached distribution list. Reviewed By: �Mn, 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, 9-28-10, Rev.8 Page 1 of 1 Distribution Page Report Number: 95181011.0245A Service Date: 05/16/18 Report Date: 05/25/18 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 FIELD DENSITY TEST REPORT Report Number: 95181011.0249 Irerracon Service Date: 05/16/18 2501 E Loop 820 N Report Date: 05/16/18 Fort Worth, TX 76118-6978 Task: 817-268-8600 Reg 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 95181011.0235 Field Test Data Classification and Description Brown Sandy Clay with Trace of LSF Test No. Test Location Gradebeam Laboratory Test Method ASTM D698 Optimum Water Max. Lab Water Content Density Content Compaction (%) (pcf) (%) (%) 15.5 113.3 +3 >93 Probe Wet Water Water Dry Percent Lift / Mat. Depth Density Content Content Density Compaction Elev. No. (in) (pcf) (pcf) (%) (pcf) (%) 65 See Attached 3' BFG 1 6 117.7 12.4 11.8 105.3 93 66 4' BFG 1 6 125.6 19.9 18.8 105.7 93 Datum: S/N: Make: Model: Last Cal. Date: Comments: An asterisk (*) appears next to the test results which do not meet the 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.: Adam Wood Reported To: Contractor: Report Distribution: -77 See attached distribution list. Reviewed By: Jo , Tupa 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 indicat 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 sam tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. cR0007, tt-16-12,Rev. 7 Page 1 of 1 HUI °RENTAI oa 91'.NEI'�I�'Ell'�"�R�'l4gl� NG I _ INE � HO CR `� IC3 s �s V Y1ggq I I — YI rF ro X111 II � ) sv (111 II� ly c \ I- 111 1'�11 n Px w I Fij 4Y - < AS ROAC','\ 1, ` Eca i«o C. r.L r ' 5 .,.o..". U 71 RESORT AT 925 MAIN A'ARTMENTS xrs ,x>i aai. roan HUITLZOLLARS - Architcxas YALd#_ ST.C8.01 COMMUNICATIONIELECTRIC PLAN HUI Distribution Page Report Number: 95181011.0249 Service Date: 05/16/18 Report Date: 05/16/18 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