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special inspections CONSTRUCTION TECHNOLOGY (� E C E I �J C INSPECTION&TESTING DIVISION, P.D.& T.S., INC. U 4 William Street,Ballston Lake,New York 12019 i OCT 09 2019 1 0 Phone: (518)399-1848 Fax:(518)399-1913 l CLIENT: CERRONE BUILDERS,INC. Bt.! REPORT 1)AI•E' ES 05/089 1589 SARATOGA ROAD AMPLE NUMBER: 18685 FORT EDWARD,NEW YORK 12828 OUR FILE NUMBER: 1683.001 I.AB TECHNICIAN: BOB BEHAN AI TN: MR.(i1ANNI SIMONE PROJECT: BAY ROAD SELF STORAGE:QUEENSBURY,NEW YORK REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW:SAND/GRAVEL MATERIAL DESCRIPTION: SAND,medium tine;little tine Gravel;trace Silt/Clay PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1 140 i D-22:WASHED 3,4"CORRECTION: 118.0 PCF ZERO AIR VOIDS CURVE: 2.48 SPECIFIC GRAVITY MAXIMUM DENSITY 116.0 PCF OPTIMUM MOISTURE 10.8°0 121 1 J 1 1 GRADATION - 120 i i - - — --- SIEVE PERCENT SPECIFICATION 7 SITE PASSING ALIA)WANC'E 119 I i 4" i i i3" 118 i — -1- _____ -- 21/2" w -- 2" 100.0 w 117 - Mill - �--- —T . y p - 11i2" ---- 1" 94.8 116 -- MEM --- min 1/2" 90.5 O 115 P. —' --- :---- 3i8" 90.1 O j i i 1/4" 89.1 = 114 i i #4 88.4 1 I re lib" a 113 i i 1 #8 • 85.7 cn - - — _ — p _.... _ --I-- - --- = -- - #16 78.0 a #20 111 - , 1 ' i #30 52.1 MIN MINIM '-4.__ #40 35.4 110 —+ ===mmi �-_ i � #50 21.4 1 #60 109 — ��� — Ell #80 _ r- #too 8.4 108 -_ --- L #140 7 8 9 10 11 12 13 14 15 4200 4.2 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: J GENERAL NOTES: R..4,...,tfu ly, 1: CONSTRUCTION TECHNOLOGY 3: cre,.,".9.4.ii, 4: ! TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 4 William Street.Ballston Lake.New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 2 :PAGE#: 1 1589 SARATOGA ROAD INSPECTION DATE: 06/19/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 60's:CLOUDY PROJECT: BAY ROAD SELF STORAGE:OUEENSBURY,NY. OUR FILE LOCATION: 192586 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : BUILDING 1:SLAB ON GRADE: DELIVERED LOAD NUMBER: 1 TRUCK NUMBER TICKET NUMBER: 4903/ 832324 YARDAGE DELIVERED i SUBTOTAL: 11.00/ 33.00 TIME CONC. BATCHED,ARRIVED: 6.50/ 7.00 TIME PLACEMENT BEGAN/ENDED: 7.15/ 7.29 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.65 SLUMP ON ARRIVAL (INCHES) 5.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - ) 5.00 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 5.30 UNIT WEIGHT (PCF) (SPEC - ) 145.33 CONCRETE TEMP. (F) (SPEC 45 - 90) 77 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192586- 192591 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 06,20/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1. LBS. 192586 06/26/19 7 43.050 3430 COARSE AGGREGATE#2: LBS. 192587 06/26/19 7 45.100 3590 COARSE AGGREGATE#3: LBS. 192588 07/17/19 28 FINE AGGREGATE: LBS. 192589 07/17/19 28 ADMIXTURE#1: OZS. 192590 07/17/19 28 ADMIXTURE#2: OZS. 192591 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1 FILE 5: CC, - 0\ 4 - 2:SUPPLIER 6: 3: 7: 4: 8: R . . . 11wEr RESPECTFULLY SUBMITTED. OCT 09 2019 CONSTRUCTION TECHNOLOGY L rlsw�is� TOM JOSLIN.S.E.T. (NICET) TOWN OF QUEENSLUN MANAGER TECHNICAL SVCS. •• - CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 2 :PAGE#: 1 1589 SARATOGA ROAD INSPECTION DATE: 06/19/19 FORT EDWARD.NEW YORK 12828 OUR FILE NUMBER: 1683.001 INSPECTOR&TEST SET: BOB BEHAN #6 ATT'N: MR.GIANNI SIMONE AMBIENT WEATHER: 60's:CLOUDY PROJECT: BAY ROAD SELF STORAGE:QUEENSBURY,NY. OUR FILE LOCATION: 192586 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 BUILDING 1:SLAB ON GRADE: DELIVERED LOAD NUMBER: 1 TRUCK NUMBER i TICKET NUMBER: 4903/ 832324 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 33.00 TIME CONC. BATCHED/ARRIVED: 6.50/ 7.00 D R/] TIME PLACEMENT BEGAN/ENDED: 7.15/ 7.29 . [ECEOE0 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 0.65 SLUMP ON ARRIVAL (INCHES) 5.00 _ OCT 0 9 2019 J A WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: TOWN OF QUEENSBURY PLACEMENT SLUMP(INCH) (SPEC: - ) 5.00 BUILDING Q, CODES ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 5.30 — �+� UNIT WEIGHT (PCF) (SPEC - I 145.33 v 0\ - 2Q,t0.1 CONCRETE TEMP. (F) (SPEC 45 - 90 1 77 1 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 192586- 192591 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA.LLC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 0620/19 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD PS.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 192586 06/26/19 7 43,050 3430 COARSE AGGREGATE#2: LBS. 192587 06/26/19 7 45.100 3590 COARSE AGGREGATE#3: LBS. 192588 07/17/19 28 53,000 4220 FINE AGGREGATE: LBS. 192589 07/17/19 28 55,100 4390 ADMIXTURE#1: OZS. 192590 07/17/19 28 54,550 4340 ADMIXTURE#2: OZS. 192591 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED. CONSTRUCTION TECHNOLOGY TOM JOSLIN.S.E.T. (NICET) MANAGER TECHNICAL SVCS. A f C � C� Od � CONSTRUCTION TECHNOLOGY -1), INSPECTION&TESTING DIVISION, P.D.&T.S.,INC. ill OCT 09 2019 [0 4 William Street,Ballston Lake, New York 12019 t1 Phone: (518) 399-1848 Fax: (518)399-1913 C'C_- 6; -4.A-�n TOWN OF QUEENSBURY cc- O\'�c3 -2o tc BUILDIN( :S CODES CLIENT: CERRONE BUILDERS,INC. CC 1-�b ,�" `c REPORT NUMBER: 1 PAGE#: 1 1589 SARATOGA ROAD `� IS.)`�, INSPECTION DATE: 05/08/19 FORT EDWARD. NEW YORK 12828 cc- - OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATT'N: MR.GIANNI SIMONE PROJECT BAY ROAD SELF STORAGE:QUEENSBURY, NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE ,MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND,medium'fine:little fine Gravel:trace Silt/Clay BORROW:SANDGRAVEL • FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE =TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0 TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 18685 FINISH GRADE BUILDING#1:NORTH QUARTER 4.1 % 112.6 95.4°% 2 18685 FINISH GRADE BUILDING#1:NORTH CENTER QUARTER 3.8% 112.3 95.2°,o 3 18685 FINISH GRADE BUILDING#1:SOUTH CENTER QUARTER 3.2°% 114.3 96.9°o 4 18685 FINISH GRADE BUILDING#1:SOUTH QUARTER 3.9% 113.6 96.3 5 18685 FINISH GRADE BUILDING#2:SOUTH QUARTER 4.0°% 112.4 95.3°% 6 18685 FINISH GRADE BUILDING#2:SOUTH CENTER QUARTER 3.6°% 112.7 95.5% 7 18685 FINISH GRADE BUILDING#2:NORTH CENTER QUARTER 3.7°/ 113.9 96.5% 8 18685 FINISH GRADE BUILDING#2:NORTH QUARTER 3.2°% 113.1 95.8% 9 18685 FINISH GRADE BUILDING#3:NORTH QUARTER 3.4% 113.6 96.3% 10 18685 FINISH GRADE BUILDING#3:NORTH CENTER QUARTER 3.1 % 114.1 96.7'a REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED. 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ���/�� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T. (NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION &TESTING DIVISION, P.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (5 1 8)399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 : PAGE#: 2 1589 SARATOGA ROAD INSPECTION DATE: 05/08/19 FORT EDWARD. NEW YORK 12828 OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATTN: MR.GIANNI SIMONE PROJECT:BAY ROAD SELF STORAGE:OUEENSBURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND,medium'fine;little fine Gravel;trace Silt'Clay BORROW:SANDGRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G. =FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0 TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 11 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 4.1 % 112.6 95.4% 12 18685 FINISH GRADE BUILDING#3:SOUTH QUARTER 3.8°% 112.3 95.2°% 13 18685 FINISH GRADE BUILDING#4:SOUTH QUARTER 3.2°% 114.3 96.9% 14 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 3.9% 113.6 96.3 15 18685 FINISH GRADE BUILDING#4:NORTH CENTER QUARTER 4.0% 112.4 95.3°% 16 18685 FINISH GRADE BUILDING#4:NORTH QUARTER 3.6% 112.7 95.5 REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED. 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR r�,�r�,s¢�� 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T. (NICET) 6: 6. MANAGER TECHNICAL SERVICES CC -on - z \ck .. CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S. �q I 4 William Street,Ballston Lake,New York 12019 IIECEIIVIE Phone: (518) 399-1848 Fax: (518)399-1913 MAY 132019 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#: 1 1589 SARATOGA ROAD TOWN OF QUEENSBURY INSPECTION DATE: 05/08/19 FORT EDWARD,NEW YORK 12828 BUILDING&CODES OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATTN: MR.GIANNI SIMONE PROJECT:BAY ROAD SELF STORAGE:QUEENSBURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND,medium/fine;little fine Gravel;trace Silt/Clay BORROW:SAND/GRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0 TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 1 18685 FINISH GRADE BUILDING#1:NORTH QUARTER 4.1 % 112.6 95.4% 2 18685 FINISH GRADE BUILDING#1:NORTH CENTER QUARTER 3.8% 112.3 95.2% 3 18685 FINISH GRADE BUILDING#1:SOUTH CENTER QUARTER 3.2% 114.3 96.9% 4 18685 FINISH GRADE BUILDING#1:SOUTH QUARTER 3.9% 113.6 96.3% 5 18685 FINISH GRADE BUILDING#2:SOUTH QUARTER 4.0% 112.4 95.3% 6 18685 FINISH GRADE BUILDING#2:SOUTH CENTER QUARTER 3.6% 112.7 95.5% 7 18685 FINISH GRADE BUILDING#2:NORTH CENTER QUARTER 3.7% 113.9 96.5% 8 18685 FINISH GRADE BUILDING#2:NORTH QUARTER 3.2% 113.1 95.8 9 18685 FINISH GRADE BUILDING#3:NORTH QUARTER 3.4% 113.6 96.3% 10 18685 FINISH GRADE BUILDING#3:NORTH CENTER QUARTER 3.1 % 114.1 96.7% REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR ,� �7adir 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S.,INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: CERRONE BUILDERS,INC. REPORT NUMBER: 1 :PAGE#:2 1589 SARATOGA ROAD INSPECTION DATE: 05/08/19 FORT EDWARD,NEW YORK 12828 OUR FILE NUMBER: 1683.001 FIELD INSPECTOR: BOB BEHAN ATTN: MR.GIANNI SIMONE PROJECT:BAY ROAD SELF STORAGE:QUEENSBURY,NY. SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAX DENSITY PCF MATERIAL DESCRIPTION MATERIAL SOURCE 18685 10.8 118.0 SAND,medium/fine;little fine Gravel;trace Silt/Clay BORROW:SAND/GRAVEL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: BUILDING PAD SUBGRADE ELEVATION REFERENCE: F.G.=FINISH GRADE=TOP OF SLAB SUBGRADE COMPACTION TEST METHOD ASTM D-6938 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS 95.0% TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY(PCF) COMPACT 11 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 4.1 % 112.6 95.4% 12 18685 FINISH GRADE BUILDING#3:SOUTH QUARTER 3.8% 112.3 95.2% 13 18685 FINISH GRADE BUILDING#4:SOUTH QUARTER 3.2% 114.3 96.9% 14 18685 FINISH GRADE BUILDING#3:SOUTH CENTER QUARTER 3.9% 113.6 96.3 15 18685 FINISH GRADE BUILDING#4:NORTH CENTER QUARTER 4.0% 112.4 95.3% 16 18685 FINISH GRADE BUILDING#4:NORTH QUARTER 3.6% 112.7 95.5 REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY SUBMITTED, 1:FILE 1.D-1556=SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: 2.D-6938=NUCLEAR GAUGE METHOD OF TEST 3: 3. FF =FINISH FLOOR 4: 4. FG =FINISH GRADE 5: 5. TOM JOSLIN,S.E.T.(NICET) 6: 6. MANAGER TECHNICAL SERVICES C c_ - o\1w -tea.`\ -� - ECIEO CO ST ucT:o TEC NOLO I o d c INSPECTION& TESTING DIVISION,P.D.&T.S.,INC. MAY 1 3 2019 4 William Street,Ballston Lake,New York 12019 _---' Phone: (51$)399-1$48 Fax: (518)399-1913 TOWN OF QUEENSBURY BUILDING&CODES ------------ CLIENT: CERRONE BUILDERS,INC. REPORT DATE: 05/08/19 1589 SARATOGA ROAD SAMPLE NUMBER: 18685 FORT EDWARD,NEW YORK 12828 OUR FILE NUMBER: 1683.001 LAB TECHNICIAN: BOB BEHAN ATTiN: MR.GIANNI SIlv1ONE PROJECT: BAY ROAD SELF STORAGE:QUEENSBURY,NEW YORIC REPORT OF MOISTURE/DENSITY RELATION OF SOILS ::: PROCTOR MATERIAL SOURCE: BORROW:SAND/GRAVEL MATERIAL DESCRIPTION: SAND,medium/fine;little fine Gravel;trace Silt/Clay PROCTOR METHOD: ASTM D-1557:MODIFIED EFFORT GRADATION METHOD: ASTM D-1140/D-422:WASHED +3/4"CORRECTION: 118.0 PCF ZERO AIR VOIDS CURVE: 2.48 SPECIFIC GRAVITY MAXIMUM DENSITY 116.0 PCF OPTIMUM MOISTURE 10.8 �'0 121 i ! • E 1 I E GRADATION 1 . -- SIEVE PERCENT SPECIFICATION I j 7 119 SIZE PASSING ALLOWANCE • ' 4" 3" 118 d i -t -- — 2 1/2" E_ i icn ! i I 1 I I r 7" 100.0 z 117 III 1 1/2" } r p I I" 94.8 0 116 L I i _- } I 3/4" 93.1 _ _ i i i 1/2" 90.5 O 115 3/8" 90.1 U 1/4" 89.1 66 114 i ! #4 88.4 i 1/8" a 113 f i i @ r r r in ' i #10 g 112 - s #16 78.0 a0 i i I P 7 �➢ I 9 #20 111 I i #30 52.1 1 +- +`�`_- E #40 35.4 110 -t--- . —f #50 21.4 i 4 i #60 109 #80 �` j I � #100 8.4 108 — .1__ .i____. i._ I L —._.i .______— #140 7 8 9 10 11 12 13 14 15 200 4.2 MOISTURE CONTENT::: PERCENT DRY WEIGHT REPORT DISTRIBUTION: ( GENERAL NOTES: I Respectfully, 1: t CONSTRUCTION TECHNOLOGY 2: 3: r,errr 9.474diir 4: TOM JOSLIN,S.E.T.,(NICET) 5: MANAGER TECHNICAL SERVICES