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Home My WebLink AboutAACE 21-185 10525 S.OCEAN DR CMT REPORTS 061521ANDERSEN 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: 10525 S. Ocean Drive - Building Addition FILE NO: 21-185 St. Lucie County, Florida REPORT NO: 1 REPORTED TO: Sweet Industries PERMIT NO: CC: DATE OF TEST(S): 6/7/2021 PAGE NO: 1 OF 1 TEST NO. 12" Compacted Floor Slab Subgrade MDR MOISTURE DENSITY PERCENT DEPTH NO. CONTENT (%) COMPACTION LOCATION (PCF) 1 26'W from EOP, 5'N from edge of existing concrete 4345 9.1 102.6 97 0 to -12" FS 2 1 VW from EOP, 11'N from edge of existing concrete 4345 8.9 102.0 96 0 to -12" FS 3 18'W from EOP, 3'N from edge of existing concrete 4345 7.8 102.3 96 0 to -12" FS 4 21'W from EDP, 6'N from edge of existing concrete 4345 8.4 103.1 97 0 to -12" FS * 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: ASTM D-2937 r7;, ASTM D-6938 r ASTM D-2167 r7 ASTM D-1556 TECHNICIAN: MM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION ASTM MAX. MDR NO. TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 4345 D1557 106.1 PCF 10.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE 4346 D1557 100.2 PCF 11.0 % BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: //� i David P. `dr P1rE VU 53969 Fla. Reg.=;).'% 169 * i AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPER' ':i 4TS AIR ION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING'. j .clf� EN.APPROVAL. 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: 10525 S. Ocean Drive - Building Addition FILE NO: 21-185 St. Lucie County, Florida REPORT NO: 2 REPORTED TO: Sweet Industries PERMIT NO: CC: DATE OF TEST(S): 6/11/2021 PAGE NO: 1 OF 1 TEST NO. 12" Compacted Footing Subgrade MDR MOISTURE DENSITY DRY PERCENT DEPTH NO. CONTENT (%) COMPACTION LOCATION (PCF) 1 7'N and 2'E from edge of (cut) concrete, in footing 4346 11.0 99.8 100 0 to -12" F 2 2'S and 12'E from edge of (cut) concrete, in footing 4346 10.3 97.6 97 0 to -12" F 3 6'N and 8'W from edge of (cut) concrete, in footing 4346 10.6 96.4 96 0 to -12" F 4 4'N and 13'W from edge of (cut) concrete, in footing 4346 10.4 100.2 100 0 to -12" F 5 9'S and 14'E from edge of (cut) concrete, in footing 4346 11.1 97.3 97 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: ASTM D-2937 fy—ASTM D-6938 ; ASTM D-2167 ASTM D-1556 TECHNICIAN: MM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA = SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION ASTM MAX. MDR NO. TEST METHOD DENSITY MOISTURE PSSG = STABILIZED SUBGRADE PB = PAVEMENT BASE CONTENT RS = ROADWAY NSSG = NON STABILIZED SUBGRADE 4345 D1557 106.1 PCF 10.5 % SBP = SOIL BELOW PAVEMENT TOP = TOP OF PIPE 4346 D1557 100.2 PCF 11.0 % BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: D 1 p i LICE..l David P. And`. Fla. Reg. Nz 3 9" Ho S3 86 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY =C~ fS AND AUTHOFWATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OF7� T7EN A r t�' iFOF ++m i ��R/DA ®�>// AL� ENG`��'��` /111111 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 MOISTURE -DENSITY RELATIONSHIPS PROJECT: 10525 S. Ocean Drive - Building Addition FILE NO: 21-185 St. Lucie County, Florida REPORT NO: 1 REPORTED TO: Sweet Industries CC: 125 120 i= O O LL U Fa 115 U Lu 0- co 106.1 Z 110 O CURVES OF 100% SATURATION FOR SPECIFIC GRAVITY EQUAL TO: H = 2.65 O 105 2.70 Lu 2.75 H Z 100 0 95 0 5 10 15 20 25 30 35 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) SUMMARY OF TEST RESULTS TEST METHOD: ASTM Q698 � ASTM D-1557 (STANDARD) (MODIFIED) MAXIMUM DRY DENSITY OPTIMUM WATER CONTENT {%): 10.5 REMARKS: SAMPLE NO: 4345 SAMPLE LOCATION: Composite sample, on -site stockpile DESCRIPTION: Dark brown fine sand with clay ,o®iO,11i II1//jj mlu DATE SAMPLED: 6/3/2021 BY: KJ e0i ® DATE TESTED: 6/9/2021 BY: DA /Vp6 David P.-An jP.E 3969 �m Fla. Reuel k969,9 '� r AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY P1F NTS AN20 ORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING 1�jWAPPRdQ1V/40 N/ ,�C FDA 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 MOISTURE -DENSITY RELATIONSHIPS PROJECT: 10525 S. Ocean Drive - Building Addition FILE NO: 21-185 St. Lucie County, Florida REPORT NO: 2 REPORTED TO: Sweet Industries CC: 125 120 h O O (Ibslft U_ U D 115 U W a CURVES OF 100% SATURATION Z 110 FOR SPECIFIC GRAVITY EQUAL TO: M O a H = 2.65 O 105 2.70 W 2.75 H Z D 100 95 0 5 10 15 20 25 30 35 MOISTURE CONTENT (PERCENT OF DRY WEIGHT) SUMMARY OF TEST RESULTS SUMMARY OF TEST RESULTS TEST METHOD: ASTM D-698 ASTM D-1557 SAMPLE NO: 4346 SAMPLE LOCATION: Composite sample of natural in-plaggpAil„ DESCRIPTION: Brown/orangeish brown fine sandNN DATE SAMPLED: 6/3/2021 BY: KJ 'IN DATE TESTED: 6/9/2021 BY: DA DavidZ9. P re; Fla. RZ. , 539 i AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTiVJ TEAND RIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING�J lR)ldiaS ® PPROVAL. . i