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HomeMy WebLinkAboutFIELD DENSITY TEST REPORTANDERSEN ANDRE CONS__TING ENGINEERS, INC. SW Swan Avenue SCANNED Part St.B34 Lucie, Florida 34983 BY Phone: 772-807.9191 Fax: 772.807.9192 St. Lucie Countv www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Rosser Library Renovation FILE NO: 16-195 REPORT NO: 2 REPORTED TO: Anatom Construction Company CC: DATE OF TEST(S): 1012112016 PAGE NO.: 1 OF 1 TEST NO. 4 MT (approx.) Concrete Apron, West Parking Lot, Compacted MDR MOISTURE DRY PERCENT DEPTH Subgrade NO. CONTENT% DENSITY COMPACTION LOCATION 1 Center of Apron, 2'S of Edge of Existing Asphalt 2118 9.4 110.0 98 0 to -12" SBP = CIE : � 111111 OCT 2 7 RECD u ul ' DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. •' RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r ASTM D-2937 r ASTM D-2922 r ASTIA D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTMMET OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MAX. MDR NO. MOISTURE PSSG= STABILIZED SUBGRADE TEST METHOD DENSITYMOISTURE PB=PAVEMENT BASE RS=ROADWAY NSSG= NON STABILIZED SUBGRADE 2118 D1S57 111.8PCF 12% SBP=SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP= BOTTOM OF PIPE BOB= BOTTOM OF STRUCTURE OTHER: Peter O. Andersen, P.E. Fla. Reg. No. 67956 AS A MUTUAL PROTECTION TO CUENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL EDLUND • DRITENBAS • BINKLEY ARCHITECTS AND ASSOCIATES FIELD REPORT PROJECT: LI Sjei fy FIELD REPORT NO: OWNER ❑ ARCHITECT ❑ CONSULTANT ❑ CONTRACTOR ❑ CONTRACT: AijAYotO (pAj,; "RU6-1'1bN ARCHITECT'S PROJECT NO: 1(70ZOVO DATE: 10 %2'f Ile* EST. % OF COMPLETION: WORK IN PROGRESS: $6j, g- 14w WEATHER: TEMP. RANGE: CONFORMANCE WITH SCHEDULE (+ l -): PRESENT AT SITE: G6AlG5Jl13 -6& r-.<Aoc44 EZ OBSERVATIONS: d • coxloit2i� Afrbn OAJ curb PAD F:oe1')NGS Ar INf-A)#P- 57E,CL G+LUvANS AtC VO& 4qP sTjE4 L 15 , n/ pLAeX rA4Jjlo6 LprJG. 'PEST eyL.1Nng✓t$ WeN podR KwO faa.woev -r6sr rdmgA� •j 7"o AcaI'Mo-r Fdo- R-ev1 fib • 71%e, 6 l-}e-.-note rrw Fh o J f 5eeei o f -414,F4c= uJbs u ospreba) -f'wd4jr9 p-ee- OP& aefo� 1IOI.L odd21.5 Aye.E Ir1 PLa�E A�.1 P Atii; Er'oXYFn . PAID )ed j v n6 5 p2E rze.e to,-( re s i moil ►z�� Co».Iple4e �. . lo�r✓�1b•2 6uL1'S fi12� 5��' �ta�-- S�"�!. GGLVw1rJ'J v z �a1uY++NS d} 5p�c�pl, .�'vvy'ING v ITEMS TO VERIFY: -W S" ip$bi5 INFORMATION OR ACTION REQUIRED: !;E,p ,l &60 / 3(4 NO p4UMS)O& tzeVC��'ItJ 1S 2�tQ b. (/• �'/1 ATTACHMENTS: 1 p�2Z 1 REPORT BY:Q6f WI 51014L C1 TRANSMITTAL VIA: ❑ EMAIL 0 FAX PAGE 1 OF 'a.— /� AIV7 R U C:OIMI 3125 Fortune Way, Suite 13 Wellington, FL 33414 Rosser Library Date: 10.26.2016 Attn: Building Department Phone: 561.221.0226 Permit #: 1601-0008 Fax: 561.429.2904 Anatom # 16-01 TO Building Department Site Location: Rosser Library 2300 Virginia Avenue 2950 Rosser Blvd Fort Pierce, FL 34982 Port St Lucie, FL 34953 Contract #• C16-06-298 WE ARE SENDING YOU M Attached 0 Shop drawings ❑ Prints ❑ Under separate cover via the following items: ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ Other ❑ Material Approval COPIES DATE NO. DESCRIPTION 1 10.26.2016 1 Apron Form Board Survey 1 10.26.2016 2 Architect signed & seal - Interior Footing & Apron 1 07.18.2016 3 Soul Treatment - Interior Footings 1 10.26.2016 4 Field Density Report - - Apron Signed & Sealed THESE ARE TRANSMITTED as checked below: ❑ Forapproval ❑ For your use © As requested ❑ For reviles and comment ❑ FOR BIDS DUE ❑ ASAP REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ For your action 20 /The y ou COPY SIGNED: If enclosures are not as noted, kindly notify us at once. ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US OCT 2 7 FED ANDERSEN ANDRE COWWLTING ENGINEERS, INC. l SCANNED LION BY St. Lucie Countv FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807.9191 Fax: 772-807.9192 www.aaceinc.com PROJECT: Rosser Library Renovation FILE NO: 16-195 RECEOVE REPORTED TO: Anatom Construction Company fEPGGGO111RTNO: 1 OCT 18 2016 UP CC: DATE OF TEST(S): 1011412016 PAGE NO.: 1 OF 1 TEST NO. North Side AC Retaining Wall/AC Pad Footing and West Side AC Pad Footing MDR NO. MOISTURE CONTENT % DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 North Side: 16'W of East End of Footing 2118 11.9 109.6 98 0 to -12" F 2 North Side: 27'W of East End of Footing 2118 12.6 109.1 98 0 to -12" F 3 North Side: 4'E of West End of Footing 2118 12.4 109.3 98 0 to -12" F 4 West Side: 5'S & 10'W of NEC of Pad 2118 6.9 109.2 98 0 to -12" F DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 95 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r- ASTM D-2937 r ASTM D-2922 r- ASTM D-2167 r- ASTM D-1556 TECHNICIAN: RL REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED MDR NO. ASTM MAX. MOISTURE PSSG= STABILIZED SUBGRADE TEST METHOD DENSITY CONTENT IRS =ROADWAY AREA PAV = SOIL BELOW STABILIZED SECTION PB=PAVEMENT BASE NSSG= NON STABILIZED SUBGRADE 2118 D1557 111.8PCF 12% SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP=BOTTOM OF PIPE BOB=BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTEDAS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORInnON FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL ' AND__SEN ANDRE CONSULT, G ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 I Phone:772-807-9191 Fax:772-807-9192 www.aaceinc.com MOISTURE -DENSITY RELATIONSHIPS PROJECT: Rosser Library Renovation REPORTED TO: Anatom Construction Company CC: FILE NO: 16-195 RECEIVEDEPORT NO: 1 OCT 18 2016 i ' .III . • -. • ■ •o■ �������������",�������� SAMPLE NO: 2118 SAMPLE LOCATION: A/C Compressor Pad Footing Subgrade DESCRIPTION: Light brown to brown fine sand DATE SAMPLED: 10/3/2016 BY: BS DATE TESTED: 10/11/2016 BY: SM Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. ANDERSNANDRE CONSULTINGENGINEERS, INC. DAILYFIELD REPORT Project ... ASS6 r � aL ..................... ...... File No... AL, IY4� .... Time ................. 1qrl �O Client .............................................. Weather ........ Date .! Client Representative . RACE Representative 93 t. Vfla 34";U P' I l M 7 ±! W EDLUND • DRITENBAS • BINKLEYSCANNED OWNER ■ ARCHITECT ■ ARCHITECTS AND ASSOCIATE BY CONSULTANT ❑ FIELD REPORT %t. Lucie Cono, CONTRACTOR ■ PROJECT: Rosser Library Remodel FIELD REPORT NO: 4 CONTRACT: Anatom Construction ARCHITECT'S PROJECT NO: 100213VB DATE: 10/17/16 WEATHER: TEMP. RANGE: EST. % OF COMPLETION: CONFORMANCE WITH SCHEDULE (+ / WORK IN PROGRESS: PRESENT AT SITE: See attached list. See below. . mc�—,�« OBSERVATIONS: • Spread Tooter for A/C enclosure wall is formed with all steel in place. • An existing rainwater leader conflicts with new footer. Footer was modified at leader to drop down at leader. Steel was bent to conform to footing step down. • A/C pad in southwest corner is formed and wire mesh is in place. r Provide saw cut control joint within 24 hours of slab pour at midpoint as shown on plans. Contractor requested a detail for slab patch where existing walls are being removed. EDB to provide detail. r RCO#2 electrical to be corrected and resubmitted. OCT 19 REC'D 0 ITEMS TO VERIFY: q. See above. INFORMATION OR ACTION REQUIRED: •g See above. ATTACHMENTS: 3 Photos a 19 d6r I REPORT BY: John F. Binkley, A.I.A. TRANSMITTAL VIA: 0 EMAIL 0 FAX PAGE I OF 1 . ti EDLUND • DRITENBAS • BINKLEY ARCHITECTS AND ASSOCIATES FIELD REPORT PROJECT: Rosser Library Remodel CONTRACT: Anatom Construction DATE: 1/03/17 EST. % OF COMPLETION: WORK IN PROGRESS: See below. FIELD REPORT NO: 8 OWNER ■ ARCHITECT ■ CONSULTANT ❑ CONTRACTOR ■ ARCHITECT'S PROJECT NO: 100213VB WEATHER: TEMP. RANGE: CONFORMANCE WITH SCHEDULE (+ I -): PRESENT AT SITE: James Clasby Eric Sanchez A/C Contractor Framing Contractor OBSERVATIONS: . Window and door jambs at new window and doors are formed with all steel in place. Concrete lintels are set. All work was inspected and acceptable. Ductwork is in progress and is 40% completed. :• A meeting is being scheduled with Bob Ettswold, Kyle Cartier and the Mechanical Contractor/Anatom to review ductwork installation and concerns. Electrical and plumbing roughin is in progress. Steel stud framing is in progress. Interior columns were inspected and acceptable. Ready to be poured. Some soffits along east wall may have to be lowered to allow clearance for recessed lights. EDB to provide a sketch and determine height. Do not frame these soffits until direction is given. Provide duct shop drawings. All ductwork installed is at risk of installer without approved shop drawings. —y A/C pad on north side is formed and ready for pour, all steel is in place as specified. ITEMS TO VERIFY: ❖ See above. INFORMATION OR ACTION REQUIRED: ❖ See above. ATTACHMENTS: 19 Photos A 3JA4 11 REPORT BY: John F. Binkley, A.I.A. TRANSMITTAL VIA: 0 EMAIL 0 FAX PAGE 1 OF 1 /- 0008 EDLUND • DRITENBAS • BINKLEY SCANNED ARCHITECTS AND ASSOCIATES BY FIELD REPORT St Lucie CountV PROJECT: Rosser Library Remodel FIELD REPORT NO: 7 OWNER ■ ARCHITECT ■ CONSULTANT ❑ CONTRACTOR ■ CONTRACT: Anatom Construction ARCHITECT'S PROJECT NO: 100213VB DATE: 12/06/16 WEATHER: TEMP. RANGE: EST. % OF COMPLETION: CONFORMANCE WITH SCHEDULE (+ WORK IN PROGRESS: PRESENT AT SITE: James Clasby Electrical Sub See below. Jim Barbieri HVAC Sub Eric Sanchez Plumbing Sub Fire Sprinkler Sub Framing Sub OBSERVATIONS: All steel work is completed, steel channel attachment is completed except for thru bolts which conflicted with concrete beam steel. Awaiting an alternate detail from structural engineer. • Slab cuts for underground plumbing are done and underground plumbing roughin is to begin. • Slab cuts for floor outlets are done, installation of floor outlets are in progress, Owner approved the 3 under table locations as installed. Move north floor outlet under table 2 feet south. Add 4 data drops along north wall of youth area, Owner to provide sketch. • Holes have been cut for new doors and windows. A hose bibb and lighting protection ground wire were cut off where new windows were cut in along west wall. Abandon hose bibb and grounding wire (leave as is). Opening at mechanical room was reviewed, top of rough cut opening to be 10'-8' A.F.F. at top of 8" precast lintel. • Grass parking lot has sod installed. • A/C pad was inspected and approved for concrete pour. I� a Concrete columns to have a drywall wrap. Provide steel furring as required. RECEI� �® 3 Shift north wall slightly north at room #32, study room #1, to avoid column bump -out. DEC 19 2016 PERMITTING St. Lucie County, FL t %ew •v is ITEMS TO VERIFY: ❖ See above. INFORMATION OR ACTION REQUIRED: ❖ See above. -I ATTACHMENTS: 11 Photos REPORT BY: John F. Binkley, A.I.A. TRANSMITTAL VIA: 0 EMAIL 0 FAX PAGE 1 OF 1 ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Rosser Library Renovation FILE NO: 16-196 REPORT NO: 4 REPORTED TO: Anatom Construction Company "RECEIVED CC: DEC 19 2016 DATE OF TEST(S): 11/4/2016 PAGE NO.: PERMITTING 1 OF 'St. Lucie County, FL TEST NO. North Side AC Pad/Slab Subgrade MDR NO. MOISTURE CONTENT% DRY DENSITY PERCENT COMPACTION DEPTH LOCATION 1 NEC of Pad 2118 9.3 109.4 98 0 to -12" FS 2 NWC of Pad 2118 8.8 110.1 98 0to-12"FS 3 10'W 8 2'N of Center of Pad 2118 9.9 109.7 98 0 to -12" FS 4 5'E 82'S of Center of Pad 2118 10.2 109.9 9B Oto-12"FS DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r ASTM D-2937 r ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE ASTM MAX. OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. TEST METHOD DENSITY MOISTURE PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE CONTENT IRS =ROADWAY NSSG = NON STABILIZED SUBGRADE 2118 D1557 111.8PCF 12% SEP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBMC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR MMEN APPROVAL