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HomeMy WebLinkAboutSoil Compact Report Ire Cl1A' i1 i7P/i KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772)337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN(772)589-0712 PALM BEACH(561)845-7445 www.ksmengineering.net MELBOURNE(321)768-8488 FAX(561)845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE(772)229-9093 C.A.: 5693 FAX(772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED : October 17, 2014 KSM JOB # : 141862-1d/BD/km PERMIT# : CONTRACTOR : Turn Key Construction JOB LOCATION : 135 Oak Lane Cape Canaveral, Florida ITEM TESTED : Compacted Foundation Fill TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION 1. N.E. 0" - 12" 54 100.3 105.1 95.4 2. S.E. " 53 102.1 " 97.1 3. N.W. " 54 101.0 " 96.1 4. S.W. " 55 100.7 " 95.8 5. Center " 54 101.8 " 96.9 Soil Description: Very Light Gray Sand with Trace of Shell and Shell Fragments W 106.0 - In Place Moisture: E I I I I I I I 7.6 Percent I I I I i I i I G i I I I I I I Optimum Moisture: H 105.0 -1—••—I'•—..I—.. •• -•I-'••-1.._. _••— 12.2 Percent T i I I I I I P I I I I I I Max. Dry Density: 104.0 -f—••—I••— 1—••-1••—••I—•• •--•♦--•- 105.1 P.C.F. C I I 1 I I I I 1 I I I I I © Test Locations The F 103.0 +-••—••—••1-_..-J.•—•.I—..J..—.1—.._ Density & Penetrometer . j 1 I I I I I ' Readings Indicate the j I I I I I I Degr fi Q� action Meets D �/�,p ��'A dpi R 102.0 a--..-1..-...-••I..-.i-••i..-.i-••-, `r') e• � 6-.i Y 9 10 11 12 13 14 15 16 ,1)0111tWl?tAiiii" .0 A49 n * ,Gr?v eadin T�ke►Yio Natural Grade. Moisture-% of Dry Weight Res $ &1ited.:.*-,•_ /,,ZAtt.) '1 r�.'e • �'` Cd i ., ..,,,v- JMsert permit number and submit to the appropriate building department. E-mail fticl:16babeach123@aol.com Ronald G.Keller,P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366 CHAPTER 4 Z i li X17 FOUNDATIONS ¢03 32 3 /Z� hili �oti,l . ii/i/1 ( r SECTION R401 drainage away from the structure Impervious surfaces GENERAL within 10 feet(3048 mm)of the building foundation shall be IR401.1 Application.The provisions of this chapter shall con- sloped a minimum of 2 percent away from the building. trol the design and construction of the foundation and founda- R401.4 Soil tests.Where quantifiable data created by accepted tion spaces for all buildings.In addition to the provisions of this soil science methodologies indicate expansive,compressible, chapter, the design and construction of foundations in areas shifting or other questionable soil characteristics are likely to prone to flooding as established by Table R301.2(1)shall meet be present, the building official shall determine whether to the provisions of Section R322. Wood foundations shall be require a soil test to determine the soil's characteristics at a par- designed and installed in accordance with AF&PA PWF. ticular location.This test shall be done by an approved agency Exceptions: using an approved method. 1. The provisions of this chapter shall be permitted to be R401.4.1 Geotechnical evaluation.In lieu of a complete eotechnical evaluation, the load-bearing values in Table used for wood foundations subject to the following: R401.4.1 shall be assumed. 1.1. Buildings shall have no more than two floors and a roof. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF 1.2. Interior basement and foundation walls shall be pro- FOUNDATION MATERIALS' vided at intervals not exceeding 50 feet. LOAD-BEARING 1.3. When the foundation uplift loads determined from PRESSURE CLASS OF MATERIAL (pounds per square foot) Table R401.1 exceed 0 or when such uplift loads cannot be determined from Table R401.1,an engi- Crystalline bedrock 12,000 neered design shall be required. Sedimentary and foliated rock 4,000 2. Buildings and structures located within the High-Veloc- Sandy gravel and/or gravel(GW and GP) 3,000 ity Hurricane Zone shall comply with the provisions of Sand,silty sand,clayey sand,silty gravel Chapter 44 and, as applicable, Section R322 in flood and clayey gravel 2,000 hazard areas. (SW,SP,SM,SC,GM and GC) R401.2 Requirements.Foundations shall be capable of resist- Clay,sandy clay,silty clay,clayey silt, ing all loads from roof uplift and building overturn.Foundation silt and sandy silt 1,500b uplift for fight-frame wood or steel buildings shallg g be calcu- (CL,ML,MH and CH) lated or determined from Table R401.1. Masonry buildings For SI: 1 pound per square foot=0.0479 kPa within the dimensional scope of Table R401.1 shall be assumed a.When soil tests are required by Section R401.4,the allowable bearing capaci- to be of adequate weight so as not to require uplift resistance ties of the soil shall be part of the recommendations. greater than that provided by the structure and any normal b.Where the building official determines that in-place soils with an allowable foundation. Foundation construction shall also be capable of bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. accommodating all gravity loads according to Section R301 and of transmitting the resulting loads to the supporting soil. \ Fill soils that support footings and foundations shall be �i401.4.2 Compressible or shifting soil.Instead of a corn- designed, installed and tested in accordance with accepted plete geotechnical evaluation,when top or subsoils are com- engineering practice.Gravel fill used as footings for wood and pressible or shifting, they shall be removed to a depth and precast concrete foundations shall comply with Section R403. width sufficient to assure stable moisture content in each R4013 Drainage.Surface drainage shall be diverted to a storm active zone and shall not be used as fill or stabilized within sewer conveyance or other approved each active zone by chemical,dewatering or presaturation. Y pp point of collection that does not create a hazard.Lots shall be graded to drain surface water away from foundation walls.The grade shall fall a minimum of SECTION R402 6 inches(152 mm)within the first 10 feet(3048 mm). MATERIALS Exception:Where lot lines,walls,slopes or other physical R402.1 Wood foundations.Wood foundation systems shall be barriers prohibit 6 inches (152 mm)of fall within 10 feet designed and installed in accordance with the provisions of this (3048 mm),drains or swales shall be constructed to ensure code. I 2010 FLORIDA BUILDING CODE—RESIDENTIAL 4.1 CHAPTER 4 FOUNDATIONS SECTION R401 drainage away from the structure. Impervious surfaces GENERAL within 10 feet(3048 mm)of the building foundation shall be IR401.1 Application.The provisions of this chapter shall con- sloped a minimum of 2 percent away from the building. trol the design and construction of the foundation and founda- R401.4 Soil tests.Where quantifiable data created by accepted tion spaces for all buildings.In addition to the provisions of this soil science methodologies indicate expansive,compressible, chapter, the design and construction of foundations in areas shifting or other questionable soil characteristics are likely to prone to flooding as established by Table R301.2(1)shall meet be present, the building official shall determine whether to the provisions of Section R322. Wood foundations shall be require a soil test to determine the soil's characteristics at a par- designed and installed in accordance with AF&PA PWF. ticular location.This test shall be done by an approved agency Exceptions: using an approved method. 1. The provisions of this chapter shall be permitted to be R401.4.1 Geotechnical evaluation.In lieu of a complete used for wood foundations subject to the following: geotechnical evaluation, the load-bearing values in Table R401.4.1 shall be assumed. 1.1. Buildings shall have no more than two floors and a roof. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF 1.2. Interior basement and foundation walls shall be pro- FOUNDATION MATERIALS' vided at intervals not exceeding 50 feet. LOAD-BEARING 1.3. When the foundation uplift loads determined from PRESSURE CLASS OF MATERIAL (pounds per square foot) Table R401.1 exceed 0 or when such uplift loads cannot be determined from Table R401.1,an engi- Crystalline bedrock 12,000 neered design shall be required. Sedimentary and foliated rock 4,000 2. Buildings and structures located within the High-Veloc- Sandy gravel and/or gravel(GW and GP) 3,000 ity Hurricane Zone shall comply with the provisions of Sand,silty sand,clayey sand,silty gravel Chapter 44 and, as applicable, Section R322 in flood and clayey gravel 2,000 hazard areas. (SW,SP,SM,SC,GM and GC) R401.2 Requirements.Foundations shall be capable of resist- Clay,sandy clay,silty clay,clayey silt, ing all loads from roof uplift and building overturn.Foundation silt and sandy silt 1,500" uplift for light-frame wood or steel buildings shall be calcu- (CL,ML,MH and CH) lated or determined from Table R401.1. Masonry buildings For SI: 1 pound per square foot=0.0479 kPa. within the dimensional scope of Table R401.1 shall be assumed a.When soil tests are required by Section R401.4,the allowable bearing capaci- to be of adequate weight so as not to require uplift resistance ties of the soil shall be part of the recommendations. greater than that provided by the structure and any normal b.Where the building official determines that in-place soils with an allowable foundation. Foundation construction shall also be capable of bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. accommodating all gravity loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be 401.4.2 Compressible or shifting soil.Instead of a corn- designed, installed and tested in accordance with accepted plete geotechnical evaluation,when top or subsoils are corn- engineering practice.Gravel fill used as footings for wood and pressible or shifting,they shall be removed to a depth and precast concrete foundations shall comply with Section R403. width sufficient to assure stable moisture content in each R401.3 Drainage.Surface drainage shall be diverted to a storm active zone and shall not be used as fill or stabilized within each active zone by chemical,dewatering or presaturation. sewer conveyance or other approved point of collection that does not create a hazard.Lots shall be graded to drain surface water away from foundation walls.The grade shall fall a minimum of SECTION R402 6 inches(152 mm)within the first 10 feet(3048 mm). MATERIALS Exception:Where lot lines,walls,slopes or other physical R402.1 Wood foundations.Wood foundation systems shall be barriers prohibit 6 inches (152 mm)of fall within 10 feet designed and installed in accordance with the provisions of this (3048 mm),drains or swales shall be constructed to ensure code. 2010 FLORIDA BUILDING CODE—RESIDENTIAL 4.1 CHAPTER 4 FOUNDATIONS SECTION R401 drainage away from the structure. Impervious surfaces GENERAL within 10 feet(3048 mm)of the building foundation shall be IR401.1 Application.The provisions of this chapter shall con- sloped a minimum of 2 percent away from the building. trol the design and construction of the foundation and founda- R401.4 Soil tests.Where quantifiable data created by accepted tion spaces for all buildings.In addition to the provisions of this soil science methodologies indicate expansive,compressible, chapter, the design and construction of foundations in areas shifting or other questionable soil characteristics are likely to prone to flooding as established by Table R301.2(1)shall meet be present, the building official shall determine whether to the provisions of Section R322. Wood foundations shall be require a soil test to determine the soil's characteristics at a par- designed and installed in accordance with AF&PA PWF. titular location.This test shall be done by an approved agency Exceptions: using an approved method. 1. The provisions of this chapter shall be permitted to be 8401.4.1 Geotechnical evaluation.In lieu of a complete used for wood foundations subject to the following: geotechnical evaluation, the load-bearing values in Table R401.4.1 shall be assumed. 1.1. Buildings shall have no more than two floors and a roof. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF 1.2. Interior basement and foundation walls shall be pro- FOUNDATION MATERIALS' vided at intervals not exceeding 50 feet. LOAD-BEARING 1.3. When the foundation uplift loads determined from PRESSURE CLASS OF MATERIAL (pounds per square toot) Table R401.1 exceed 0 or when such uplift loads cannot be determined from Table R401.1,an engi- Crystalline bedrock 12,000 neered design shall be required. Sedimentary and foliated rock 4,000 2. Buildings and structures located within the High-Veloc- Sandy gravel and/or gravel(GW and GP) 3,000 ity Hurricane Zone shall comply with the provisions of Sand,silty sand,clayey sand,silty gravel Chapter 44 and, as applicable, Section R322 in flood and clayey gravel 2,000 hazard areas. (SW,SP,SM,SC,GM and GC) R401.2 Requirements.Foundations shall be capable of resist- Clay,sandy clay,silty clay,clayey silt, ing all loads from roof uplift and building overturn.Foundation silt and sandy silt 1,5006 uplift for light-frame wood or steel buildings shall be calcu- (CL,ML,MH and CH) lated or determined from Table R401.1. Masonry buildings For SI: 1 pound per square foot=0.0479 kPa. within the dimensional scope of Table R401.1 shall be assumed a.When soil tests are required by Section R401.4,the allowable bearing capaci- to be of adequate weight so as not to require uplift resistance ties of the soil shall be part of the recommendations. greater than that provided by the structure and any normal b.Where the building official determines that in-place soils with an allowable foundation. Foundation construction shall also be capable of bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be determined by a soils investigation. accommodating all gravity loads according to Section R301 and of transmitting the resulting loads to the supporting soil. Fill soils that support footings and foundations shall be 401.4.2 Compressible or shifting soil.Instead of a corn- designed, installed and tested in accordance with accepted plete geotechnical evaluation,when top or subsoils are corn- engineering practice.Gravel fill used as footings for wood and pressible or shifting,they shall be removed to a depth and precast concrete foundations shall comply with Section R403. width sufficient to assure stable moisture content in each R4013 Drainage.Surface drainage shall be diverted to a storm active zone and shall not be used as fill or stabilized within sewer conveyance or other approved each active zone by chemical,dewatering or presaturation. y pp point of collection that does not create a hazard.Lots shall be graded to drain surface water away from foundation walls.The grade shall fall a minimum of SECTION R402 6 inches(152 mm)within the first 10 feet(3048 mm). MATERIALS Exception:Where lot lines,walls,slopes or other physical R402.1 Wood foundations.Wood foundation systems shall be barriers prohibit 6 inches (152 mm)of fall within 10 feet designed and installed in accordance with the provisions of this (3048 mm),drains or swales shall be constructed to ensure code. 2010 FLORIDA BUILDING CODE—RESIDENTIAL 4.1