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Home My WebLink AboutCompaction Test r � COASrA L 7ES7-'NCB LA SORA-W RY, LLC Post Of 6c&Bov2023 Pat*wCity, FL 34991 -2023 772.220.6688 crio/y rrsr'REPORr .4STM D 6998-17 _ DA7"E: Aug4Mtll, 2017 JOB NUMBER: 17-0833 - PERMIT NUMBER: 1705-0127 (SLC) CLIENT: Laud,P.w�oo CONTRACTOR: Laude#VPool* JOB LEGAL: Chamk#9194 JOB ADDRESS: 867 Nov,Street fort iPterce; FL SOIL CLASSIFICATION 6r REMARKS:A3 FCrvw mwwaa*w�y soa TESr SAMPLE LOCATION: 1O' IS OR Corner -CeAter of Pact- 10' IS RF Corner Iw-Pzac,&Da D� Mmx� D!!y Q %Cawzpactw-w 1) 103.6 104.8 98.8 2) 104.0 104.8 99.2 3) 103.2 104.8 98.4 R SuZw�t�ttecL`e�3?e,�;�u�j' RECEI VEDAUG16 Erne&. p 0 COAS rAL T`ESTINO LASOIZArORY, LLC Pa&t-Offic&'8cw2023 Pa mCity, FL 34991 -2023 772.220.6688 tVOIS7&RE- REM rIONS fIR AST14 D 155 7-12£1 (DATE: Au -ll, 2017 - _CONT'RACT'OR:_-- -Lou 6WP - - - - - - -- -- -- ---- — - ----------- -- ------------- --- J03 NUMBER: 17-0833 PERMIT NUMBER:1705-012 7 (SLC) ` 112 0 110 0 LL U 108 U L 106 J 104 c v n 102 n 100 98 8 10 12 14 Moisture—Percent of Dry Weight RECEIVED AUG 14 2017 COASTAL TfSTI NCB LA13OIZA'rOIZY, L LC Pds-Offtc&Bo%/2023 PalmCity, FL 34991 -2023 772.220.6688 coup tcrroly Trsr r ,4ST111 V 6938-17 DATE: Au u4t'11, 2017 JOB NUMBER: 17-0833 P£RMIT NUMBER: 1705-0127 (SLC) CLIENT. Loud evvPooh CON71Z,4CTOR: Loude+vPoo k JOB L£(jAL: Ch )tkk#9194 JOB ADDRESS: 867 Noa,Street F&rt fierce; FL SOIL CLASSIFICATION Ex REMARKS:A3 FfrnvUr&wwsandy soil TEST SAMPLE LOCATION: 10' IS LR CorneY -Center of Pads- 10' IS RF Cary er I w-�la.ceiDrX �e r:.t Maoc ima urvrvQEy De��ity �Co v�cpactwvv 1) 103.6 104.8 98.8 2) 104.0 104.8 99.2 3) 103.2 104.8 98.4 RebpectfulLy Su.Usn.Gttec., frne4to-Vexa4co-, P.E. 900 In T69TL999LL %V3 Z0:99 LTOZ/IT/90 COAS rAL T`fS7TNq LASORAMF.Y, LLC Po-StOff;C&Sow2023 Pal+w Uty, FL 34991 -2023 772.220..6688 orsru�z MANZ7YRFI,,rMMISWIP ASrM D 1557-12E7 rDAVE: Au "St 11, 2017 CONTIZACrOR: L&u e4i/Poolk JOB NUMBER: 17-0833 PfRMIr NUMBER:1705-0127 (SLC) 112 0 110 0 u u 108 ' u L a 106 .n I 104 c v 102 i a � 100 i 98 I 8 10 12 14 Moisture—Percent of Dry Weight E00[in T62TL8ZZLL XVd ZO:EZ LTOZ/TT/80 RECEIVLD JUL 10 2012 Welder Qualification Test Record AWS D1.1: 2010 Welder's Name Raul E.Huerta Date 05 / 03 / 16 Welding Procedure Specification No. PWT-001 Social Security Number xxx-xx-5560 Actual Values Used in Qualification Range Qualification Process/Type[Table 4.12,Item(1)] SMAW SMAW Current/Polarity DC Electrode+ All Position[Table 4.12,Item(3)] 4G Overhead Flat and Overhead Grooves Flat,Hor,and Overhead Fillets Weld Progression[Table 4.12,Item(5)] Backing(Yes or No)[Table 4,12,item(6)] With Backing With Backing(CJP) RISMEW Material/Spec ASTM A36 to A36 Carbon and low alloy steels Base Metal[Table 4.12,Item(4)] Thickness(Plate) Groove .375 .125-.750 CJP Groove welds Fillet .125-Unlimited for fillets and PJP Thickness(Pipe l Tube) Groove Fillet Diameter(Pipe) 24"Diameters and above- Grooves Filler Metal[Table 4.12,Item(2)] Spec No. A5.1 Class E7018 F-No. F 4 All F#s[Table 4.12-4.13] TEST RESULTS Visual Weld Appearance:(Clause 4.9) Guided Bend Test:(Clause 4.31.5) 1.❑Pass❑Fail 3G Tyne Position Result 2.®Pass❑Fail 4G Face 4G Pass Macroetch Test Results:(Subclause 6.3.7.3) Root 4G Pass 1.❑Pass❑Fail 2. ❑Pass❑Fail Fillet Weld Test:(Subclause 6.3.7.4) inspected by Walter W. Posten Jr.CWI#1508075 1.0 Pass❑Fail Test No. 0004 2.❑Pass❑Fail Date 04/30/16 RADIOGRAPHIC TEST RESULTS Film Identification Results Remarks Film Identification Results Remarks Interpreted 8y Test No. Organization Date We,the undersigned,certify that the statements in this record are correct and that the welds were prepared and tested in accordance with the requirements of AWS D1.1:2010, Structural Welding Code—Steel. QUALIFICATION RESULTS The Welder/Operatot identified above®DOES ❑ DOES NOT meet the performance qualifications specified in the AWS D1.1:2010 code for the variables stated. 1 Si l3 : Date tested 04/30/ 6 Signed Y Walter W.Posten Jr.CWI#1 80751 Tested by: Precision Weld Technologies 13501 Okeechobee Rd Wak W PoVAn Jr Fort Pierce,FL 34945 Stamp: CW1 15=751 772-462-7742 QC1 EXP.B/112015 M � Welder Qualification Test Record RECEIV'70 JUL 1 9 7017 AWS D1.1: 2010 Welders Name Concepcion Barrios Date 05 / 03 / 16 Welding Procedure Specification No. PWT-001 Social Security Number xxx-xx-0394 Actual Values Used in Qualification Range Qualification Process/Type[Table 4.12,Item(1)] SMAW SMAW Current/Polarity DC Electrode+ All Position[Table 4.12,Item(3)] 3G Vertical 4G Overhead All Positions Weld Progression[Table 4.12,Item(5)] Uphill Uphill Backing(Yes or No)[Table 4.12,Item(6)] With Backing With Backing(CJP) Material/Spec A36 to A36 Carbon and low alloy steels Base Metal[Table 4.12,Item(4)] Thickness(Plate) Groove .375 .125-.750 CJP Groove welds Fillet .125-Unlimited for fillets and PJP Thickness(Pipe/Tube) Groove Fillet Diameter(Pipe) 24"Diameters and above-Grooves Filler Metal[fable 4.12,Item(2)] Spec No. A5.1 Class E7018 F-No. F 4 All F#s[Table 4.12-4.131 TEST RESULTS Visual Weld Appearance:(Clause 4.9) Guided Bend Test:(Clause 4.31.5) 1. ®Pass❑Fail 3G Type Position Result 2.®Pass❑Fail 4G Face 3G Pass Macroetch Test Results:(Subclause 6.3.7.3) Root 3G Pass 1. ❑Pass OFail Face 4G Pass 2. OPass OFail Root 4G Pass : ..._. .._._ . -_--.------._-- -- -� --_.;,;,. QWI#1508075 1.❑ Pass❑Fail I Tact Nn. 171001