Loading...
OCEANGATE ENGINEER/DESIGN The CASTILLO Group A Florida Corporation Designers Engineers REVIEWED FOR CODE COMPLIANCE 655o Roosevelt Blvd. CITY OF ATLANTIC BEACH "*7 Jacksonville, FL 32244 SEE PERMITS FOR ADDITIONAL r" (904) 68o-6279 REOUIREMENTS AND CONDITIONS rn FL CoA N4 29015 REVIEWED Iff _s C> April 6, 2015 O RE: Platform vs Balloon Framing at Exterior Walls Adjacent to Stairs To Whom It May Concern: At interior locations, where there are no lateral wind forces to act on the wall,platform framing can generally be used-the "hinge" created by stacking one wall atop another where there is no intersecting floor or other bracing generally can be braced or supported by a combination of the continuous plates and adjacent stair framing. However, at exterior locations,the lateral wind design loads required by the applicable Building Code(not applicable to walls fully-enclosed within the building)can be many thousands of pounds along the length of wall required for a break in the floor system at stairs, a force so significant that it cannot be distributed through strapping in that application, or through horizontal 2x4 framing, hence the requirements for larger(2x6, 2x8, etc.)balloon framing. For the subject construction (130 mph, exposure"C", 17'-7" plate height, 21' mean roof height, with NO stucco cladding on the wall, with the subject wall located substantially exclusively in an Interior Zone),the use of#2 SYP 2x6 studs would require their spacing to not exceed 12"o/c, or doubled at 16"o/c. n 73 .lest Regards, G AJW-V/ 1,lizabeth A. Woodward 13 .E. 61947 0 �he Castillo Group. Inc Designers & Engineers FL CoA No 29015 655o Roosevelt Blvd. Jacksonville,FL 32244 (904)68o-6279 E E G L 1 C Y PROJECT NO.: 15-2168 ENGINEERING, INC REPORT NO: I Geotechnical&hfatenals Engineering and Testing LAB NO: i96 DATE: 396/20i 5 REPORT OF: Moisture Density Relationship of Soils(Proctor) PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company, Inc. P.O.Box 26068 Jacksonville,Florida 32226 FiLL COPY SAMPLE LOCATION: Building Pads-Sample#2 DATE SAMPLED: 3/6/2015 SAMPLED BY: P.Bouillon MATERIAL DESCRIPTION: Medium and Light Brown Fine Sand SPECIFICATIONS: ASTM D-1557 MAX.LAB.DENSITY, PCF: 95.5 OPTIMUM MOISTURE CONTENT,%: 12.4 ,SiiTlitT!!1111151(!li(Tyj`, u7 N� 1 yK Respectfully submR#W.,, �� ;�5`"••,a�/,g, CY ENGI 1V�,INC. °% (� li Jeff S ackson,P� erased,FL No. -�' ,i OR ,:_I.,. JSJ/eld "'STT,:;., "�.EGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.72 1.1100 FAX:904.722.1100 THIS REPORT APPLIES ONLY TO THE SAMPLES)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICALOR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCWSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. LE G A C Y PROJECT NO.: 15-2168 ENGINEERING, INC REPORT NO: 2 Gealeehnical&tbltr#erials Enkgirteering and Testing LAB NO: 195DATE: 3/11/2015 REPORT OF: Moisture Density Relationship of Soils(Proctor) PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 SAMPLE LOCATION: Building Pads-Sample#I DATE SAMPLED: 3/6/2015 SAMPLED BY: P.Bouillon MATERIAL DESCRIPTION: Dark Brown Fine Sand SPECIFICATIONS: ASTM D-1557 MAX.LAB.DENSITY,PCF: 102.5 OPTIMUM MOISTURE CONTENT,%: 12.8 ��aT;TnullmurunrPEyi Respectfully s4�-S.Q��;'11y LEGACY E ` >� ,1k, ; --_ S.Jac `/Aid ? License JSJ/eld Y�ti....�.P�\ LEGACY ENGINEERING,INC. �y (I1IIIIII:IITTLTE'6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 THIS REPORTAPPLIES ONLY TO THE SAMP E)S)TESTEDAND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QWIUTIFS OF APPARENTLY IDENTICALOR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT 70 BE RFPROOUCED wIT140Ur WR1 TTN PERMISSION. LE G A C Y PROJECT NO.: 15-2168 ENGINEERING, INC REPORT NO: 3 LAB NO: 2 Geotechnical Materials Engineering and Testing DATE: 4/20/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,Fl, CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 3/6/2015 TESTED BY: P. Bouillon LOCATION: 201 Mayport Road-Building Pads SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Dark Brown Fine Sand(102.5)/Medium and Light Brown Fine Sand(95.5) Lab Test Results Field Test Results Optimum Field Location Lift Max Dry Moisture Dry Moisture Percent of Spec Pass J Density, Density, Maximum Fail/ Content, Content Req PCF DSD PCF Density Retest Building"G" 1st 102.5 12.8 101.9 10.0 99 95 P Building"G" 2nd 102.5 12.8 100.3 8.8 98 95 P Building"G" 3rd 102.5 12.8 100.8 12.7 98 95 P Building"G" 4th 102.5 12.8 101.0 10.2 99 95 P Building"G" 5th 102.5 12.8 102.0 1 10.2 100 95 1 P Building "M" 1st 102.5 12.8 102.3 10.3 100 95 P Building"M" 2nd 102.5 12.8 101.8 10.7 99 95 P Building"M" 3rd 102.5 12.8 102.0 8.5 100 95 P Building"E" 1 st 95.5 12.4 96.0 9.5 1 101 95 P Building"E" 2nd 95.5 12.4 95.8 10.2 100 95 P Building"E" 3rd 95.5 12.4 96.2 10.4 101 95 P Building"E" 4th 95.5 12.4 98.5 10.7 103 95 P Building"E" 5th 95.5 12.4 98.6 1 7.1 103 95 1 P Building"F" 1st 95.5 12.4 95.0 9.0 99 95 P Building'IF" 2nd 95.5 12.4 96.8 7.2 101 95 P Building'IF" 3rd 95.5 12.4 98.0 10.1 103 95 P Building"M" 4th 102.5 12.8 101.7 11.2 99 95 P Building"M" 5th 102.5 12.8 101.3 1 9.5 1 99 95 P Building"F" 4th 95.5 12.4 98.0 7.1 103 95 P Building'IF" 5th 95.5 12.4 96.4 8.6 101 95 1 P f i I I LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 THISAEPORT APPLIES ONLY TO THE SAMPLE(S)TESTED AND/OR OBSERVED AN DARE NOT NECESSARILY INDICATIVE OF THE QUALIFIES OF APPARENTLY IDLNTICAI OR SIMILAR PRODUCTS OR PROCEOURES.THESE REPORTS ARF FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. A C y PROJECT ENGINEERING, INC .. 15-2168 Geotechnical& �' REPORT NO: Afaterials LA$NO: 3 Engineering and Testi»g DATE: 2 4/20/2015 Respectfilliy sub •�" '3 y� Je Lic Jac o STATE d FL N'f, � erase 67'C�j�`sv�:.•'.°°t,.� r6 JSJ/eld " T S , T" ,tt Ft'ITt1DffUIIIIISTTTSTT� . J r . , , , r I i l f LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 g pAtY'TO THE SAMPLE(S)TESTED AMD FAX:.904.722.1100 6�RR ADORFSSEO�LR:NTAND ARE /OR 085ERVEp AND ARE N07 NE . .. NOT TO EE REPRODUCFp WRHOUT M'RR1fN'PEAM�nOF 7NE CUAl/I1ES OFAPPARETTTLY IDENIKALOR SIW,,PRODUCTS OR PROC EDURrl THESE REPORrc•...,... LE G A C Y PROJECT NO.: 15-2168 ENGINEERING INC REPORT NO: 4 LAB NO: 2 Geotechnical&iWaterials Engineering and Testing DATE: 3/29/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company, Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 3/23/2015 TESTED BY: P.Bouillon LOCATION: Building Pads SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Dark Brown Fine Sand Lab Test Results Field Test Results Optimum Field Lift Max Dry Dry Percent of Pass Location Li / Density, Moisture Density, Moisture Maximum Spec Fail PCF / Content PCF Density Content, Req Retest Deo Deo Building"N" 1 st 102.5 12.8 100.8 10.8 98 95 P Building"N" 2nd 102.5 12.8 98.5 10.3 96 95 P Building"N" 3rd 102.5 12.8 101.3 13.6 99 95 P Building"N" 4th 102.5 12.8 101.5 9.5 99 95 P Building"O" 1st 102.5 12.8 100.6 9.8 98 95 P Building"O" 2nd 102.5 12.8 98.7 10.7 96 95 P Building"O" 3rd 102.5 12.8 97.6 10.8 95 95 P Building"O" 4th 102.5 12.8 100.9 10.2 98 95 P Building"P" 1st 102.5 12.8 100.5 9.7 98 95 P Building"P" 2nd 102.5 12.8 101.5 8.4 99 95 P Building'IP" 3rd 102.5 12.8 99.2 10.0 97 95 P Building"P" 4th 102.5 12.8 101.8 8.5 99 95 P Building"Q" 1st 102.5 12.8 99.8 9.2 97 95 P Building"Q" 2nd 102.5 12.8 100.4 10.7 98 95 P Building"Q" 3rd 102.5 12.8 98.4 10.3 96 95 P Building"Q" 4th 102.5 12.8 100.7 10.1 98 95 P Building "R" 1st 102.5 12.8 98.0 9.9 96 95 P Building"R" 2nd 102.5 12.8 99.1 10.7 97 95 P Building"R" 3rd 102.5 12.8 98.3 8.2 96 95 P Building"R" 4th 102.5 12.8 100.5 10.3 98 95 P Building"S" 1 st 102.5 12.8 102.2 8.4 100 95 P [Building"S" 2nd 102.5 12.8 1 100.7 11.7 98 95 P j Building"S" 3rd 102.5 12.8 1 99.5 9.5 97 1 95 1 P LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 L THIS REPORT APPLES ONLY TO THE SAMPLES(TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY R]EN TICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EPCULIWE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. I L E G A C Y PROJECT NO.: 15-2168 ENGINEERING INC REPORT NO: 5 � LAB NO: 2 Geotechnical&Materials Frtgineering and Tasting DATE: 4/3/2015 REPORT OF: 1n-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company, Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 3/31/2015 TESTED BY: P.Bouillon LOCATION: Building Pads SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Dark Brown Fine Sand @102.5/Medium and Light Brown Fine Sand @95.5 Lab Test Results Field Test Results Location Lift Max Dry Optimum Dry Field Percent of Pass/ Moisture Moisture Spec Density, Content Density, Content, Req Maximum Fail/ PCF Deo PCF % Density Retest Building"H"-East Side 1st 102.5 12.8 102.2 8.3 100 95 P Building"H"-East Side 2nd 102.5 12.8 100.4 8.0 98 95 P Building"HI'-East Side 3rd 95.5 12.4 94.4 5.6 99 95 P Building"H"-East Side 4th 95.5 12.4 93.6 6.3 98 95 P Building"I" -East Side I st 102.5 12.8 99.4 8.5 97 95 1 P Building"I"-East Side 2nd 102.5 12.8 98.4 1 7.6 96 95 P Building"I"-East Side 3rd 95.5 12.4 92.0 7.2 96 95 P Building"I"-East Side 4th 95.5 12.4 92.8 7.8 97 95 P Building"J"-Northeast Side l st 95.5 12.4 93.6 6.2 98 95 P Building"J"-Northeast Side 2nd 95.5 12.4 95.6 5.7 100 95 P Building"J"-Northeast Side 3rd 95.5 12.4 93.9 1 6.8 98 95 P Building"J"-Northeast Side 4th 95.5 12.4 92.3 9.0 97 95 P Building"KI'-East Side Ist 95.5 12.4 94.7 7.2 99 95 P Building"K"-East Side 2nd 95.5 12.4 94.5 7.5 99 95 P Building"K"-East Side 3rd 95.5 12.4 95.8 8.6 100 95 P Building"K"-East Side 4th 95.5 12.4 93.8 1 5.4 98 95 P Building I'D"-East Side 1 st 95.5 12.4 95.9 6.8 100 95 P Building"D"-East Side 2nd 95.5 12.4 94.5 6.0 99 95 P Building"D"-East Side 3rd 95.5 12.4 93.3 6.5 98 95 P Building"D"-East Side 4th 95.5 12.4 95.5 6.2 100 95 P Building"C"-North Side 1 st 95.5 12.4 95.7 5.5 100 95 P Building"C"-North Side 2nd 95.5 1 12.4 94.3 6.399 95 P Building'IC"-North Side 3rd 95.5 12.4 94.1 6.2 99 1 95 P I LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 j t THIS REPORT APPLIES ONLY TO THE SAMPLES)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALNILS OF APPARENTLY IDENTI[AI OR SIMILAR PRODUCTS OP.PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSEDCLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. LE G A C Y PROJECT NO.: REPORT NO: 55 -21b8 ENGINEERING, INC LAB NO: 2 Geotechnical&Materials Engineering and Testing DATE: 4/3/2015 Lab Test Results Field Test Results Optimum Field Max Dry Dry Percent of Pass/ Location Lift Moisture Moisture Spec Density, Density, Maximum Fail/ Content Content, Req PCF oho PCF Deo Density Retest Building"C"-North Side 4th 95.5 12.4 96.6 5.5 101 95 P Building"L"-Northeast Side 1 st 102.5 12.8 100.8 5.6 98 95 P Building"L"-Northeast Side 2nd 102.5 12.8 99.4 5.3 97 95 P Building"L"-Northeast Side 3rd 95.5 12.4 93.9 6.2 98 95 P Building"L"-Northeast Side 4th 95.5 12.4 94.8 8.8 99 95 P Tillillti fi+:iial/l7lr�l�/f,/ ,LESS�� 1 4 Respectfullytit[ted: iS";y1fi' CY$NG1NEERIRW,,tNC.� Jeff S.Jac '° »?I� •`' ,���• Licens , LN eENG`N��,� `!!!!!!lftTlILLLLEITL�j33�,, JSJ/eld LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:404.721.1100 FAX:904.722.1100 THIS REPORT APPLES ONLY TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALTTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EYCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WSTHOUT WRITTEN PERMISSION. L E G A C Y PROJECT NO.: 15-2168 ENGINEERING, INC BNo N0: 2 Geotechnical& Materials Engineering and Testing DATE: 4/16/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach, FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company, Inc. P.O. Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/10/2015 TESTED BY: P. Bouillon LOCATION: Building Pads SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Dry Field Max Dry Percent of Pass/ Location Lift Density, Density,Moisture Moisture Maximum Spec Fail/ Content, Content, Req PCF Diu PCF Deo Density Retest Building"A"- Southeast End Ist 95.5 12.4 97.7 8.0 102 95 P Building"A"-Southeast End 2nd 95.5 12.4 97.5 6.2 102 95 P Building"A"-Southeast End 3rd 95.5 12.4 96.6 5.3 101 95 P Building"A"-Southeast End 4th 95.5 12.4 97.2 5.4 102 95 P Building"B"-Northeast End 1st 95.5 12.4 94.7 6.2 99 95 P Building"B"-Northeast End 2nd 95.5 12.4 96.5 5.7 101 95 P Building"B"-Northeast End 3rd 95.5 12.4 96.7 5.1 101 95 P Building"B"-Northeast End 4th 95.5 12.4 96.6 5.8 101 95 P Community Center-North End 1st 95.5 12.4 97.7 5.7 102 95 P Community Center-North End 2nd 95.5 12.4 96.4 5.3 101 95 P Community Center-North End 3rd 95.5 12.4 96.5 1 6.0 101 95 P Community Center-North End 4th 95.5 12.4 98.6 5.7 103 95 P ♦♦♦♦♦,u+'nnEuuuF+nn ♦,.• LLS Vll�"'�'•, Respectful °♦� �ttej F``. GAC E�NQINEERING, �0.452 j 3 eff S.Ja' Lice JSJ/eld " t ♦♦♦i♦♦♦,♦ LEGACY ENGINEERING, INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 i TNISREPORT APPLIES ONLY TO THE SAMPLE(S)TESTED AND/OROBSERVED AND ARENDT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERIASS7ON. L E G A C Y PROJECT NO.: 15-2168 REPORT ENGINEERING, INC LAB 2 li{ Geotechnical&Materials Engineering and Testing DATE: 4/17/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/13/2015 TESTED BY: P.Bouillon LOCATION: Over 30"HDPE Pipe SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Field Max Dry Dry Percent of Pass/ Location Depth Moisture Moisture Spec Content Density, Density, Content, Req Maximum Fail/ PCF % PCF % Density Retest Between S3-S2 Springline 95.5 12.4 93.4 10.8 98 98 P Between S3-S2 Top 95.5 12.4 93.2 7.5 98 98 P Between S3 -S2 1'Above Pipe 95.5 12.4 94.3 9.0 99 98 P Between S3 -S2 2'Above Pipe 95.5 12.4 94.5 9.1 99 98 P 't �76rQ f�i . Fiw�; Respectfully 3ubii ted: S ? GACY] I 1 ER .qf RC.� •;'r- _ t - � h e � s F Jeff S.Jac otft ?�T... :rJ P, ..•' � FLNo•51 �L Eiti��� `'a'```` ;_fffunnlItIM p�o`L` I JSJ/eld LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 { 1 Phone:904.721.1100 FAX:904.722.1100 THIS REPORT APPLIES ONLY TO THE SAMPLEIS)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. L E G A C Y PROJECT NO.: 15-2168 ENGINEERING, INCEPORT NO: 8 L� [t 1 l t�! LAB NO: 2 Geotechnical&Materials Bngineer ng and Testing DATE: 4/17/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/14/2015 TESTED BY: P.Bouillon LOCATION: Over 30"HDPE Pipe SPECIFICATIONS: ASTM D-2922 COURSE: Backfill MATERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Field Max Dry Dry Percent of Pass/ Location Depth Moisture Moisture Maximum Spec Fail/ Density, Density, Co PCF Content, PCF dent, Density Req Retest Between S4-S3 Sprin line 95.5 12.4 93.9 8.7 98 98 P Between S4-S3 Top 95.5 12.4 94.7 10.2 99 1 98 P Between S4-S3 1'Above Pipe 95.5 12.4 94.4 8.9 99 98 P ii��Sii'�EIInlUngl4!!!kh!!h, Respectfully submitte4es GACY ENG r �0.¢S2a2 c efP S.Jac n, Lic FL No� 4 .'`� QF JSJleld ""C`hP1A� ' GACY ENGINEERING,INC. 4+'lfeac!►Boulevard - Jacksonville,Florida 32216 +uE;lns:+►+++" Phone:904.721.1100 FAX:904.722.1100 THIS REPORT APPLIES ONLY TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALITIES OF APPARENTLY IDENTICAL OR SDAIAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CUENT AND ARE NOT TO BE REPRODUCED WITHOUT WRITTEN PERMISSION. LEGACY EACH BOULEVARD C FILE COPY 6 LEGACY 6 JACKSONVILLE, FL 32216 ENGINEERING, INC 904-721-1100 OFFICE Project No.: 904-722-1100 FAX Report No.: Geotechnical&Materials Engineering and Testing Page i of 1 Lab No.: Report of In-Place Density (Asphalt o oil ests or Coring for Thickness(--circle one--) Project: 0 CAZ_�-A M Contractor: 65 14 A41 Method: i Reported To: Location k Location: 01A'f6I.OK 4-t7 S, Course: Material: Spec. Requirements: D e ed: Z eil ocation Base/LR/ Dry Max. %of Moist Depth/ Asphalt Density Dry Max % j Retest t Thicknes Density* Den tip I l/l/ , ) / qff �j • / C l f *Source of Proctor(Project Number) a P-Test Meets Specification Requirements F- Test Fails To Meet Specification Requirements R-Retest E To Be Completed In Field Employee NameP�_o-Standby Time from to Total: Billing Comments Job Time from tor Total:_ _ Trip Charge(Job Canceled) Travel Time from "Total:Total:�T—(To job) _Out of Town Mobilization ❑-Travel Time from to Total:Out Job) City Total Hours: white copv-office use ve110H'conv-oersonal use (lice use) FMRP ME KJOPY L E G A C Y PROJECT NO.: 15-2168 �+ tCT�v REPORT NO: 6 ENGINEERING9 INC LAB NO: 2 Geotechnical&Materials Engineering and Testing DATE: 4/16/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company,Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/10/2015 TESTED BY: P.Bouillon LOCATION: Building Pads SPECIFICATIONS: ASTM D-2922 COURSE: Fill MA'T'ERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Dry Field Percent of Pass/ Location Lift Max Dry Moisture Moisture Maximum Spec Fail/ Density, Density, Content, PCF Content, PCF u Density Req Retest % �o Building"A"-Southeast End 1st 95.5 r!12.4 97.7 8.0 102 95 P Building"A"-Southeast End 2nd 95.5 .4 97.5 6.2 102 95 P Building"A"-Southeast End 3rd 95.5 .4 96.6 5.3 1 Ol 95 P Building"A"-Southeast End 4th 95.5 12.4 97.2 5.4 102 95 P Building"B"-Northeast End 1st 95.5 12.4 94.7 6.2 99 95 P Building"B"-Northeast End 2nd 95.5 12.4 96.5 5.7 101 95 P Building"B"-Northeast End 3rd 95.5 12.4 96.7 5.1 101 95 P Building"B"-Northeast End 4th 95.5 12.4 96.6 5.8 101 95 P Community Center-North End 1st 95.5 12.4 97.7 5.7 102 95 P Community Center-North End 2nd 95.5 12.4 96.4 5.3 101 95 P Community Center-North End 3rd 95.5 12.4 6.59 6.0 101 95 P Community Center-North End 4th 95.5 12.4 98.6 5.7 103 95 P t 1tU���I S JAC .��1� es�• �� Qs ACVgRNG& i1bNG,INC. * 1rcr OF 4U i� - � 0 ',le c ���� d; 79 /O N N, 10% !Ael t� LEGACY ENGINEERING,INC. JSJ/e�ld 6424 Beech Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 TIES REPORT APPLIES ONLY TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATIVE OF THE QUALIFIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CUENTAND ARE MOTTO BE REPRODUCED WITHOUT WRRTTEN PERMISSION. LE G A C Y PROJECT NO.. 15-2168 ENGINEERING, INC LABNO NO: 2 Geotechnical&HaterialsEngineering and Testing DATE: 4/17/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company, Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/13/2015 TESTED BY: P.Bouillon LOCATION: Over 30"HDPE Pipe SPECIFICATIONS: ASTM D-2922 COURSE: Fill MATERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Field Percent of Pass/ DensitDensity, Maximum Location Depth Max Dry Moisture Dry Moisture Spec Fail/ y, Content, Content, Re PCF Diu PCF Deo Density Retest Between S3-S2 Springline 95.5 12.4 93.4 10.8 98 98 P Between S3-S2 Top 95.5 12.4 93.2 7.5 98 98 P Between S3-S2 I'Above Pipe 95.5 12.4 94.3 9.0 99 98 P Between S3-S2 2'Above Pipe 95.5 12.4 94.5 9.1 99 98 P ,4�f111i1111//!' KS lly secld, AC� NGIIJTI@SRING,INC. F O . C. �.. ,moi J on, 'E' v§ed,FL;_6* O ,JS°J'61 F SS�O�`�'``� LEGACY ENGINEERING,INC. 6424 Beach Boulevard - Jacksonville,Florida 32216 Phone:904.721.1100 FAX:904.722.1100 THIS REPORT APPLIES ONLY TO THE SAMPLE(S)TESTED AND/OR OBSERVED AND ARE NOT NECESSARILY INDICATME OF THE CLUAITTIES OF APPARENTLY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED C:UENT AND ARE NOT TD RE REPRODUCED WITHOUT WRITTEN PERMISSION. L E G A C Y PROJECT NO.: 15-2168 REPORT NO: 8 ENGINEERING9 INC LAB NO: 2 Geotechnical&Materials Engineering and Testing DATE: 4/17/2015 REPORT OF: In-Place Density Tests PROJECT: Ocean Gate-Atlantic Beach,FL CONTRACTOR: Brown&Luke Contracting Company, Inc. CLIENT: Brown&Luke Contracting Company,Inc. P.O.Box 26068 Jacksonville,Florida 32226 DATE TESTED: 4/14/2015 TESTED BY: P.Bouillon LOCATION: Over 30"HDPE Pipe SPECIFICATIONS: ASTM D-2922 COURSE: Backfill MATERIAL: Medium and Light Brown Fine Sand Lab Test Results Field Test Results Optimum Field Percent of Pass/ Location Depth Max Dry Moisture Dry Moisture Spec Density, Density, Maximum Fail/ PCF Content, PCF Content, Density Reg Retest % Between S4-S3 S ringline 95.5 1 12.4 1 93.9 1 8.7 1 98 98 P Between S4-S3 Top 95.5 1 12.4 94.7 10.2 I 99 98 P Between S4-S3 1'Above Pipe 95.5 1 12.4 94.4 8.9 99 98 P ��11111/III/ 5 Y);NQ*4&RING,INC. . •.�!` x,10 •.�%,�-:. Z 4(j ALL: LL. ul. S. ac PCFr .Licens Na�S-l'979` ,�� A •F�' " ''� LEGACY ENGINEERING,INC. o' ; 6424 Beach Phone:904.72BoulevardX:100 FA904.7 2- Jacksonville, orida 32216 00 THIS REPORT APPLIES ONLY TO THE SAMPLES)TESTED AND/OR OBSERVED AND ARE NOT MECESSARD.Y INDICATIVE OF THE OUALMES OFAPPARUMY IDENTICAL OR SIMILAR PRODUCTS OR PROCEDURES.THESE REPORTS ARE FOR THE EXCLUSIVE USE OF THE ADDRESSED CLIENT AND ARE NOT TO BE REPRDDUCED URDIOUT WAIITEN PERMISSION.