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Subgrade Base and Concrete Test ResultsTESTING SERVICCE INCia 418 MADISON Rid, PO BOX 177 VAN BUREN, ARK 7295 479 -4d-20 Fax 4-4i4-2984 Date: October 8, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Prase 2 Engineer: Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 1 10/212020 Lot 28 2' below finish subgrade 2 101212020 Lot 29 2' below finish subgrade 3 1012/2020 Lot ail 2' below finish subgrade TestNo ...................................... `I 2 3 Optimum; Moisture.. . - _ . ...... ....... ......... .... 10.0 10.0 10A Maximum airy Density, lbs.lcu. ft.... 123.1 123.1 123.1 Wet Density, lbslcu. ft............... 139.2 13&3 133.6 Dry Density, lbs.1cu. ft................... 126.9 122.7 121.6 Average Moisture, %.................... ......... 9.7 10.3 9.9 Compaction % ........ 103.1 99.7 98.8 PasslFail .. pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTIN.G SER' ICE 1NC. rJACM 4181 ADISON RD, PO BOX 177 VAN BUREN, ARK 72957 479-474-2075 Fax 479-474-2984 Date: October 8, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear density Test Project: Legacy Place; Phase 2 Engineer: Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 4 101212020 Lot 36 2' below finish subgrade 5 101212020 Lot 35 2' below finish subgrade 6 101212020 Lot 47 4.2' below finish subgrade TestNo ...................................... 4 6 6 Optimum Moisture ................................. ... 10.0 10.0 10.0 Maximum Dry Density, ibs.lcu. ft.... 123.1 123.1 123.1 Wet Density, Ibsicu. ft............... 131.5 130.7 134.2 Dry Density, lbs.fcu. ft... ............ 118.4 120.0 121.2 Average Moisture, % ................................ 11.1 8.9 10.7 Compaction %................................ 96.2 97.6 98.5 Pass/Pail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SERVICE I NCO 418 MADISON RD, PO BOX 177 VAN BURS , ARK 72957 14-2075Fax479-474-2984 Data: October 8, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place, Phase 2 Engineer. Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 7 101212020 Lot 48 4' below finish subgrade �j�t�7$ l py�y� Street;Station Mimosa St�reet; Stta�gtion 0+ J, j'� (� }� 8 101712020 �1' Left of Centerline �j /y`'I 12"belo finish subgrade TestNo ...................................... 7 8 Optimum Moisture ................................ . .. 10.0 10.0 Maximum Dry Density, ibs.lcu, ft.... 123.1 123.1 Wet Density, lbslcu. ft. ._ .......... 136.3 140.0 Dry Density, lbs.1cu. ft................... 119.7 125.6 Average Moisture, % ................................. 13.0 11.6 Compaction % ............................... 97.2 101.9 Pass/Fail........................................ pass pass Remarks: Compaction, required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SERVICE INC, AL No r 418 MADISON RD, PO BOX 177 VAN BU ENr ARK 72957 479-4,74-2075 Fax 479-474-2 4 Date: October 15, 2020 FIELD DENSITY. DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST GATE LOCATION ELEVATION 19 1011512020 Thistle; Station 6+70 28" below finish subgrade 20 1011512020 Thistle; Station 6+30 20" below finish subgrade 21 1011 12020 Aster; Station 4+05 12" below finish subgrade Test No..., ................................ 19 20 21 Optimum Moisture ........................ .. . . . . . . .. 10.0 10.0 10.0 Maximum Dry Density, lbslcu. ft.... 123.1 123.1 123.1 Wet Density, lbslcu. ft............... 134.8 136.6 136.8 Dry Density, lbslcu. ft................... 119.9 123.1 124.6 Average Moisture, %................................. 12.4 11.0 9.8 Compaction %................................ 97.4 100.0 101.2 PasslFail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing �, TESTING S�ERV1C LNC' 418 MADISON RD, P4 BOX 177 VAN BUREN, ARK 72957 479-474- 075 Fax 4 9-474- 984 Cate: October 15, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin -Construction TEST NO. TEST DATE LOCATION ELEVATION 9 10/1312020 House Pad; Lot 35 finish subgrade 10 10/13/2020 House Pad; Lot 38 finish subgrade 11 1011312020 House Pad; Lot 28 1' below finish subgrade TestNo . ...... ......................... >..... 9 10 11 Optimum Moisture ........................ .... 9.3 9.3 9.3 Maximum Cary Density, lbs.lcu. ft.... 124.8 124.8 124.8 Wet Density, Ibslcu. ft............... 134.7 131.4 130.7 Dry Density, lbs.lcu. ft................... 122.0 119.5 121.7 Average Moisture, "lQ............................. ... 10.4 10.0 7.4 Compaction %................................ 97.8 95.8 97.5 PasslFail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SER►VIC_E #N�. 418 AMa1 ON Rix PO BOX 177 VAN BUREN, ARK 72957 47 -474- 07 Fax 479-474-29M ©ate:. October 15, 2020 FIELD DENS TY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy dace; Phase 2 Engineer: Chad Brixey Architect; Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 12 10/1312020 House Pad; Lot 29 I'below finish subgrade 13 10/1312020 House Pad; Lot 30 V below finish subgrade 14 10/13/2020 House Fad, Lot 47 2' below finish subgrade TestNo. . ... ......... ..................... 12 13 14 Optimum Moisture ............................ ...... 9.3 9.3 9.3 Maximum Dry Density, lbs.lcu. ft.... 124.8 124.8 124.8 Wet Density, lbslcu. ft, _........... 134.7 135.1 132.9 Dry Density, lbs.Jcu. ft................... 119.4 120.8 120.7 Average Moisture, %.................. .............. 12.8 11.8 10.1 Compaction %................................ 95.7 96.8 96.7 Pass/Fail ........................................ pass pass pass Remarks: Compaction required, 95% Standard density D698 Test locations selected by ARK -CON Testing r� TESTING SERVICSI Mew 418 MADISON RD, PO BMX 177 VAN BUREN, ARK 72957 4 9-1474- 07 Fax 479-474-2984 Datw October 15, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST .DATE LOCATION ELEVATION 15 10/1312020 House Pad; Lot $8 2' below finish subgrade TestNo ...................................... 15 Optimum Moisture .......................... 9.3 Maximum Dry Density, Ibs.icu. ft. <.. 124.8 Wet Density, Ibslcu. ft............... 134.1 Dry Density, lbsJcu. ft,. _............. 119.7 Average Moisture, %a..... 12.0 Compaction %>............................... 95.9 Pass/Fall........................................ pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SERVICEINC. 418 MADISON RD, Phi BOX 177 W4 BUREN, ARK 72957 47q-474-207 Fax 479-474-2984 Hate: October 15, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: legacy place; phase 2 Engineer: Chad 13rixey Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 16 10114/2020 Thistle; Station 6+65, 3' below 24 Left of Centerline finish subgrade 17 1011412020 Aster; Station 3+40, 1.5 below on Centerline finish subgrade 18 10/14/2020 Aster; Station 2+25, 16" below 5' Left of Centerline finish subgrade TestNo ...................................... 16 17 18 Optimum Moisture ..................................... 10.0 10.0 10.0 Maximum Dry Density, lbs./cu. ft.... 123.1 123A 123.1 Wet Density, lbs/cu. ft. .............. 136.5 137.7 136.8 Dry Density, lbs./cu. ft................... 122.8 124.3 123.5 Average Moisture, %.......................... 11,2 10.8 10.8 Compaction %................................ 99.8 101.0 100.3 Pass/Fail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SER1lICE 18 MADISON RD, PO BOX 177 VAN BURN, ARK 72957 479474-207 Fax 47 -47 -2984 October 19, 2020 Legacy Place Phase 2 Proof Roll Inspection October 5, 2020 proof roll inspection was performed using a loaded dump truck. From Station 1+50 to 5+50 can Thissle Street no deflection was noted. Station 0+25 to 1+25 deflection was noted and test hole was excavated to determine where firm material was noted. Firm material was found at an additional 24" below the original cut. Contractor was to remove and replace with select fill to finish subgrade elevation. lac Buchanan DIRK -CON TESTING SERVICE TESTING SERVICE INCm 418 MADISON Rd, PO BOX 177 VAN BUREN, ARK 72957 4 9474-2075 Fax 479-474-2984 Date: October 24, 2020 HELD DENSITY DETERMINATION AASHT❑ T-310 Nuclear Density Test Project: Legacy place; Phase 2 Engineer. Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST DATE I~OCATION ELEVATION 22 1011612020 Aster; station 3+90, 3' right 8" below of centerline finish subgrade 23 1011612020 Thistle, station 6+25 3' left 16" below of centerline finish subgrade 24 1011612020 Aster; station 3+80 4' right of centerine Test No. .................... 22 23 24 Optimum Moisture..... .... .... _ ....... .......... 10.0 10.0 10.0 Maximum Dry Density, lbs.lcu. ft.... 123.1 123A 123.1 Wet Density, Ibslcu. ft............... 138.7 136.8 136=9 Dry Density, Ibs.lcu. ft... ................ 124.6 123.4 124A Average Moisture, % ................................ 11.3 10.9 10.3 Compaction %................................ 101.2 100.2 100.8 Bass/Fall........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing _ �.... TESTING SERVICE INION 418 MADISON RCS, PO BOX 177 VAN BUREN, ARK 72957 47'9--' 74-2075 Fay 479-474-2984 Date: October 24, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project! Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor., Franklin Construction TEST Nib, TEST DATE LOCATION ELEV&TiON 25 10/2212020 Lot 45 finish subgrade 26 10122/2020 Lot 46 finish subgrade 27 1012212020 Thistle; station 6+60 5' right 8" below of centerline finish subgrade Test No ...................................... 25 26 27 Optimum Moisture. ....................... 14.5 14.5 10.0 Maximum Dry Density, lbs./cu. ft.... 112.6 112.5 123.1 Wet Density, lbs/cu. ft............... 130.0 129.2 136.6 Dry Density, lbs./cu. ft................... 112.8 113.1 124.1 Average Moisture, %............................ 15.2 14.2 10.1 Compaction %................................ 100.3 100.5 100.8 Pass/Fail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SERVICE2 INC. 418 MADISON RD, PO BOX 177 VAN BURN, ARK 72957 4; 9-47 -2075 Fax 479-474.2984 Date: October 24, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION 28 1012312020 Barberry, station 6+50 4' left of centerline TestNo. ..._ ............. . ................ 28 Optimum Moisture ....................... .... ... 10.0 Maximum Dry Density, lbs.lcu. ft.... 123.1 Wet Density, lbslcu. ft. __ ...... _ 1361 Dry Density, lbs.lcu. ft................... 117.7 Average Moisture, % ........................_....... 14.8 Compaction %................................. 95.6 Pass/Fail,..... _............................. pass ELEVATION 4' below finish subgrade Remarks: Compaction required, 96% Standard Density D698 Test locations selected by ARIL -CON Testing TESTING SERVICE I 418 MADISON RD, PO BOX 177 VAN BUREN, ARK 72957 479474-2 75 Fax 479-474-29 4 October 27, 2020 LEGACY PLACE PHASE 2 PROOF ROLL INSPECTION October 22, 2020 proof roll inspection was performed on Aster from 0+00-1+75, and on Barberry from 5+75-6+90. A loaded dump truck was used for proof roll inspection. No defection was noted on either street. Contractor was cleared to begin fill operation, Zac Buchanan Ark -Con Testing Service ,f � TESTING SEFtVIC _INC, 418 MADIS N RD$ PO BOX 177 VAN BUREN, ARK 72957 479474-2075 Fax 4 9-474-29 4 Jute: November 10, 2020 FIELD DENSITY DETERMINATION AASHTO T-31€3 Nuclear Density rest Project: Legacy Place; Phase 2 Engineer: Chad Jrixey Architect: Contractor: Franklin Construction TEST NO, TEST DATE LOCATION 35 11110/2020 Barberry; station 6+50, 5' right of centerline '"rest No ...................................... 35 Optimum Moisture.. ...... ..................... 10.0 Maximum Dry Density, lbs.icu. ft.... 123.0 Wet Density, lbs/cu. ft............... 132.5 Dry Density, lbs./cu. ft................... 117.7 Average Moisture, % ............................... 12.6 Compaction %................................ 95.7 Pass/Fall........................................ pass ELEVATION finish subgrade Remarks: Compaction required, 96% Standard Density J698 Test locations selected by ARK -CON Testing TESTING SERVICE INCM kh .. _ _ 418 MADISON RD, PO BOX M VAN BUREN, ARK 72957 479.4 ' -2 75 Fax -4 4w 9 4 Date: November 10, 2020 FIELD DENSITY DETERMINATION AASNTO T-310 Nuclear Dens4 Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 29 11/312020 Barberry; Station 6+40, 3' left 3.5' below of centerline finish subgrads 30 11/412020 Barberry, station 6+50, 3' right 2.5' below of centerline finish subgrade 31 111512020 Barberry; station 6+80, 7' left 2' below of centerline finish subgrade Test No. ..................................... 29 30 31 Optimum Moisture ............................. ..... 14.5 14.5 14.5 Maximum Dry Density, lbs.lcu. ft.... 112.5 112.5 112.5 Wet Density, lbslcu. ft......... ..._ 125.6 131.7 131.0 Dry Density, lbs.lcu. ft.... ......... 111.6 116.6 114.0 Average Moisture, %.............................. 12.6 13.0 14.9 Compaction %........................... 99.1 103.6 101.3 PasslFail........................................ pass pass pass Remarks. Compaction required, 95% Standard Density D696 Test locations selected by ARK -CON Testing /7�. \ TESTING SERVICE, 1NOR 418 MADISON RD, PO BOX 177 VAN B l EN, ARK 72957 479-4.74-2075 Fax 479-474- 984 Date: November 10, 2020 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST DATE LOCATION ELEVATION 32 1119/2020 Barberry; station 6+40, 3" left 1.5' below of centerline finish subgrade 33 111912020 Barberry; station 6+50, 3' right 8" below of centerline finish subgrade 34 11/912020 Barberry; station 6+80, 7' left finish subgrade of centerline Test No ...................................... 32 33 34 Optimum Moisture ................. . ................ 10.0 10.0 10.0 Maximum Dry Density, lbs,/cu. ft.... 123.1 123.1 123.1 Wet Density, lbsicu. ft............... 136.7 130.5 133.0 Dry Density, lbs./cu. ft................... 121.6 118.1 117.7 Average Moisture, %..... ..._..1........ ......... 12.4 10.5 13.0 Compaction %................................ 98.8 95.9 96.6 Pass/Fail........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D698 Test locations selected by ARK -CON Testing TESTING SERVICE►_ I N+C. 418 MAD1 ON R , PO BOX 177 VAN BUREN, ARK 72957 -2 15 Fax 47 -4 4-2984 Date: January 22, 2021 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor; Franklin Construction TEST NO, TEST DATE LOCATION ELEVATION 36 112212021 Lot 46; Center 2' below finish subgrade 37 1122/2021 Lot 45, Center Y below finish subgrade 38 1/22/2021 Lot ; Center 3' below finish subgrade Test No. . ............... __ ............... 36 37 38 Optimum Moisture .......... ........................ 15.3 15.3 15.3 Maximum Dry Density, lbsJcu. ft.... 110.6 110.6 110.6 Wet Density, lbslcu. ft............... 131.1 127.7 133.1 Dry Density, lbsJcu. ft................... 113.0 108.9 113.8 Average Moisture, ........................... 16.0 17.3 17.0 Compaction %................................ 102.2 98.5 102.9 Pass/Fail ........................................ pass pass pass Remarks: Compaction required, 95% Standard Density D638 Test locations selected by ARK -CON Testing TESTING SERVICE, INC, 418 MAOISON RD, PO BOX 177 VAN, BUREN, ARK 72957 479-474-2 75 Fax 479-474-2984 Date: April 8, 2021 FIELD DENSITY DETERMINATION AASHTO T-310 Nuclear Density Test Project: Legacy Place; Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST [SATE LOCATION ELEVATION 39 416/2021 Thissle; Station 1+75, class 7 base 2' Left of Centerline 8 114" sounding 40 4f612021 Thissle; Station 5+30, class 7 base 6" Right of Centerline 9" sounding 41 416/2021 Aster; Station 4+10, Class 7 base 31 Left of Centerline 9" sounding Test No ...................................... 39 40 41 Optimum Moisture_ ...................... 6.0 6.0 6.0 Maximum Dry Density, lbs.tcu. ft.... 137A 137.1 137.1 Wet Density, lbslcu. ft............... 146.3 137.3 141.8 Dry Density, lbslcu. ft................... 138.4 130.5 136.6 Average Moisture, %.......................... ..... 6.0 6.2 4.6 Compaction %................................ 100.9 95.2 98.9 Pass/Fail........................................ pass pass pass Remarks: Compaction required, 95% Modified Density D1657 Test locations selected by ARK -CON Testing TESTING SEt3`1''ICE1 INC, 418 M`► DISON FAD, PO BOX 177 VAN BUREN, ARK 72957� 479-474- 075 Fax 479-474- 984 Date: April 8, 2021 FIELD DENSITY DETERMINATION AASHTO T-310 nuclear Density Test Project: Legacy Place, Phase 2 Engineer: Chad Brixey Architect: Contractor: Franklin Construction TEST NO. TEST GATE 42 41612021 43 41612021 TestNo ...................................... LOCATION Aster; Station 0+85, 3' might of Centerline Barberry; Station 6+50, 2' Left of Centerline Optimum Moisture ................................. Maximum Dry Density, lbs.icu. it.... 'Elilet Density, lbslcu. ft............... Dry Density, lbs.lcu, ft................... Average Moisture, %................... Compaction %................................ Pass/Fail........................................ 42 43 6.0 6.0 137.1 137.1 144.9 138.0 139.1 132.4 4.2 4.2 101.5 96.6 pass pass ELEVATION class 7 base 8112" sounding class 7 rase 81/2" sounding Remarks: Compaction required, 95% Modified Density D1557 Test locations selected by ARK -CON Testing �. TESTING SERVICE, fNCIN 118 MADISON RD, PO BOX 177 VAN BUREN, ARK 72957 479-474-2075 Fax 479-474- �84 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase II CONTRACTOR: Franklin Construction ENGINEER: ARCHITECT: REPORT DATE: 1122/202/ PLACEMENT LOCATION: Manholes FIELD DATA: ASTM C143; SLUMP, tits: ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1 i164; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE: Eagle 2112 TRUCK NO.: 223 4.8 TICKET NO.: 545001 25 CU YD5iTRUCK: 2 55 WATER ADDED: 6 CU YDS PLACED: 2 KI3 YIELD: SPECIFIED STRENGTH: 3000 psi MIX: AR1011 LAB NO. DATE CAST DATE REC`D TEST AGE TEST DATE LOAD, Ibs PSI 49-1 1/13/2021 1114/2021 7 112112021 48430 3860 49-2 1/1312021 1/14/2021 28 2/11/2021 49-3 1113/2021 1114/2021 28 211112021 49-4 1/1312021 1/1412021 28 2/1112021 49-5 1l1312021 1114/2021 Hold Hold Concrete cylinder dimensions; 4"x 8" average area 12.56 square inches TESTING SERVICE, INC, 118 MADISON RD, PO BOX 177 VAN BUREN, ARK 72957 479-474-2075 Fax 479-474-29 4 REPORT OF CONCRETE CYLINDER Gt7►MPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase 11 CONTRACTOR: Franklin Construction ENGINEER: ARCHITECT: REPORT DATE: 2/22/2021 PLACEMENT LOCATION: Manholes FIELD DATA: ASTM C143; SLUMP, ins: ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE: Eagle 2112 TRUCK NO.: 223 4.6 TICKET NO.: 545001 25 CU YDSITRUCK: 2 55 WATER ADDED: 0 CU YDS PLACED: 2 KB YIELD: SPECIFIED STRENGTH: 3000 psi MIX: AR1011 LAB NO. DATE CAST DATE REC"D TEST AGE TEST DATE LOAD, lbs PSI 49-1 1/1312021 1/1412021 7 1/21/2021 y W � 48430 3860 49-2 1113/2021 1114/2021 28 2/1112021 74320 6920 49-3 1/1312021 111412021 28 211112021 70880 5640 49-4 1113/2021 1/14/2021 28 2/11/2021 71650 5700 49- 1/13/2021 111412021 Hold Hold Concrete cylinder dimensions; 4"x 6" average area 12.56 square inches Nook iE�T-IN E�'CE 47 1118 [ DISON RD, PO BOX 177 VAN SUREN, ARK 7295 470a-47 -2075 Fax������ ��� REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase II CONTRACTOR. Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 311212021 PLACEMENT LOCATION* Curb & Gutters FIELD DATA: MATERIAL SOURCE: Arkhola ASTM C143; SLUMP, ins: 112 4.5 TRUCK NO.: TICKET NO.: 97 50543277 ASTM C2311C173; AIR %/ AMBIENT TEMPERATURE: 53 CU YDSITRUCK: 9 ASTM C1064; CONC, TEMP: 60 WATER ADDED: 0 UNIT WEIGHT: CU YDS PLACED: 9 FIELD TEST BY; YIELD: ,SPECIFIED STRENGTH: 3500 psi LAB NO. DATE CAST DATE REC'D 49»6 3/6/2021 3/612021 49-7 31612021 3/612021 49-8 31512021 31612021 49-9 3151201 316/2021 49-10 3/5 i/2 21 3/6/2021 MIS(: 335FS358 TEST AGE TEST MATE LOAD, lbs 7 3/12/2021 71440 2 4/212021 28 41212021 28 41212021 Hold Hold Concrete cylinder dimensions; 4"x 8" average area 12.56 square inches PSI 0 TESTING SERVICE`, INC. I1 8 MADISON RD, PO ISO)(177 VAN BUREN, ARK 72957 479_474-2075 Fax 479-474-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place-, Phase II CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 3/1912021 PLACEMENT LOCATIOW Curti & Gutters FIELD DATA: ASTM C143; SLUMP, ins: ASTM C2311C173; AIR %' AM131ENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE: Arkhola 1 TRUCK NO.: 4.5 TICKET NO.., 69 CU YDSITRUCK: 67 WATER ADDED: CU YDS PLACED: 88 YIELD: SPECIFIED STRENGTH: 3500 psi MIX: LAB NO. DATE CAST DATE REC'D TEST AGE TEST DATE LOAD, Ibs PSI 49-11 31812021 31912021 7 3115/2021 65080 5180 49-12 31812021 3/912021 28 41512021 49-13 31812021 31912021 28 41612021 49-14 318/2021 3/912021 28 415/2021 49-15 31812021 3/912021 Hold Hold Concrete cylinder dimensions; 4"x 6" average area 12.56 square inches J � A "TESTING SERVICE----INC, H 8 MAOISON RD, PO BOX 177 VAN BUREN, ARK 72957 479--.474-2075 Fax 3-474-29 4 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase 11 CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 3JI912021 PLACEMENT LOCATION FIELD DATA: ASTM C143; SLUMP, iris: ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: Curb & Gutters MATERIAL SOURCE: Arkhoia 1 1/2 TRUCK NO.: 85 4.2 PICKET NO.: 50543304 69 CU YDSITRUCK: 18 66 WATER ADDED: 0 CU YDS PLACED: 27 YIELD: SPECIFIED STRENGTH. LAB NO. 3500 psi MIX: 335FS350 DATE CAST DATE REC'D TEST AGE TEST [SATE LOAD, lbs PSI 49-15 311012021 3/1112021 7 3/17/2021 55580 4430 49-17 311012021 3/1112021 29 41712021 49-18 1 311012021 1 311112021 25 4/712021 49-19 3/1012021 1 311112021 29 417/2021 19-20 311012021 1 3111/2021 Hold Hold Concrete cylinder dimensions; Vx 8" average area 12.56 square inches TESTING SERVICE, INC, _ Cp PIS 118 i ADISON RD, PO BOX 177 VAN BUREN, ARK 72957 479-474-2075 Fax 479-474-29 4 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase 0 CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 3/2412021 PLACEMENT LOCATION: FIELD DATA: ASTM C143; SLUMP, ins: ASTM C231/C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT" WEIGHT: FIELD TEST BY: Curb & Gutter and Intersection Crossing on Auer MATERIAL SOURCE: Eagle 2 TRUCK NO.: 250 5.2 TICKET NO.: 25322 75 CU YDSiTRUCK: 5 73 WATER ADDED: a CU YDS PLACED; 5 YIELD: SPECIFIED STRENGTH: 3500 psi LAB NO. DATE CASs` DATE REC'D TEST AGE TEST DATE LOAD, lbs PSI 49-21 3/17/2021 3/18/2021 7 3124/2021 69630 475i1 49-22 3/17/2021 3/18/2021 28 4/14/2021 49-23 3/17/2021 3/18/2021 28 4114/2021 49-24 3117/2021 3/18/2021 28 4/14/2021 49-25 3/1712021 311812021 Hold Hold Concrete cylinder dimensions; 4"x 3" average area 12.66 square inches TESTING SERVICE„INC. 8 f0ADISON RD, PO BOX 177 VAN BUREN,-ARK 72957 47�74-2075 Fax 479-474-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase it CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 312912021 PLACEMENT LOCATION. Curb & Gutters FIELD DATA: ASTM C143; SLUMP, ins: ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC, TEMP: UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE: Eagle 1 114 TRUCK O.: 257 5.1 TICKET NO.: 546560 53 CU YDSITRUCK: 5 63 WATER ADDED: 5 gals CU YDS PLACED: 5 KB YIELD: SPECIFIED STRENGTH: 3500 psi MIX: LAB NO. DATE CAST DATE REC'D TEST AGE TEST DATE LOAD, Ibs PSI 49-26 3/22/2021 3/23/2021 7 3/29/2021 67530 5380 49-27 3/22/2021 3/23/2021 28 4/19/2021 49-28 3122/2021 3123/2021 28 4/1912021 49-29 3122/2021 312312021 28 411912021 49-30 3122/2021 3123/2021 Hold Hold Concrete cylinder dimensions; 4"x 8" average area 12.66 square Inches XN%zz -'-N"00P-"'\ TESTING SERVI El -ING, 11 MADISON RCS, P BOX 17 VAN BU N, ARK 7 957 479-4-74 �5 Fax 479-47-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase II CONTRACTOR- Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 41612021 PLACEMENT LOCATION: Curb & Gutters FIELD DATA: ASTM C143; SLUMP, ins: ASTM C2311C173; AIR'%: AMBIENT TEMPERATURE: ASTM C1064; CONC, TEMP UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE- Arkhola 112 TRUCK NO.: 97 4.6 TICKET NO.: 60543277 53 CU YDSiTRUCK: 9 60 WATER ADDED: 0 CU YDS PLACED: 9 YIELD: SPECIFIED STRENGTH: LAB NO. 3500 psi MIX: 335FS358 DATE CAST DATE REC'D TEST PAGE TEST DATE LOAD, lbs PSI 49-6 31512021 3/612021 7 3/12/2021 71440 5690 49-7 31512021 316/2021 28 4/212021 96190 7660 49-9 3/512021 3/612021 28 4/212021 94810 7550 49-9 316/2021 31612021 28 4/212021 95160 7580 49-10 315/2021 31612021 Hold Hold Concrete cylinder dimensions; 4"x 9" average area 12.56 square inches TESTING SERVICUEs--INCv AMOK 118 MADISON RCS, PO BOX 171 VAN BUREN, ARK 72957 479-4-74-2 75 Fax 479-474-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase It CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 4/6/2021 PLACEMENT LOCATION FIELD DATA: ASTM C143; SLUMP, ins: ASTM C231IC173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: Curb & Gutters MATERIAL SOURCE: Arkhola I TRUCK NO.: 4.5 TICKET NO.: 69 CU YDSITRUCK: 67 WATER ADDED: CU YDS PLACED: BB YIELD: SPECIFIED STRENGTH; 3500 psi LAB NO. DATE CAST DATE REC'D TEST AGE TEST DATE LOAD, lbs PSI 49-11 31812021 319/2021 7 3/15/2021 66080 5180 49-12 3/812021 31912021 28 4/512021 70330 5600 49-13 318/2021 319/2021 28 41512021 71420 6690 49-14 31812021 319/2021 28 416/2021 70770 5630 49-16 3/812021 319/2021 Hold Hold Concrete cylinder dimensions; 4"x 8" average area 12.56 square inches WAMMEt,� , TESTING SERVICE, INC. 18 MADISON RCS, ISO BOX 177 VAN BUREN, ,ARK 729 - 4 9- , 4-2 Fax 479-474-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place, Phase If CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 4/812021 PLACEMENT LOCATION: Curb & Gutters FIELD DATA: MATERIAL SOURCE: Arkhola ASTM C143; SLUMP, ins: 1 112 TRUCK NO.: 85 ASTM C2311C173; AIR %: 4.2 TICKET NO.: 50543304 AMBIENT TEMPERATURE: 69 CU YDSiTRUCK: 18 ASTM C1064; CONC. TEMP: 66 WATER ADDED: 0 UNIT WEIGHT: CU YDS PLACED: 27 FIELD TEST BY: YIELD: SPECIFIED STRENGTH: 3500 psi MIX: 335FS358 LAB NO. DATE CAST DATE REC'D TEST AGE TEST DATE LOAD, Ibs PSI 49-16 3/10/2021 3/1112021 7 3/17/2621 55580 4430 49-17 3/1012021 3/11/2021 28 4/7/2021 67210 5350 49-18 3/10/2021 3/11/2021 28 4/712021 1 65960 1 5250 49-19 3/10/2021 1 3/11/2021 28 4/7/2021 1 66560 1 6300 19-20 3110/2021 3/11/2021 1 Hold Hold Concrete cylinder dimensions; 4"x 6'* average area 12.56 square inches jj 8 y'sk'-DISON HL), Fig 11QA t f r v ra: I EN A 7 957 479-47 w2-35 Fax 479-47 -2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Place; Phase II CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 411412021 PLACEMENT LOCATION' FIELD DATA: ASTM C143; SLUMP, ins: ASTM C231ICI 73; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT* FIELD TEST BY: SPECIFIED STRENGTH: LAB NO. ©ATE CAST 49-21 3/1712021 49-22 3/17/2021 49-23 311712021 311712021 49-25 311712021 Curb & Cutter and intersection Crossing on Aster MA.TERIAl. SOURCE: 'Eagle 2 TRUCK Rita.: 250 5.2 TICKET NO.: 25322 76 CU YDS[TRUCK: S 73 WATER ADDED: a CU YDS PLACED: 5 YIELD: 3500 psi MIX: AR36 DATE REC'D TEST AGE TEST GATE LOAD, lbs PSI 3/18/2021 7 3/2412021 59630 4750 311812021 28 4114/2021 70250 5590 3/1812021 28 1 4114/2021 68910 5490 3/18/2021 28 411412021 71460 5690 3/1812021 1 Hold I Hold Concrete cylinder dimensions; 4"x 0" average area 12.56 square inches TESTING SERVICE, IN CM 118 MADISON RIB, ISO BOX 177 VAIN BIJR I�g � ��� � 4i9-�� - Fax 479tl474-298�1 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTIII'I C 39 PROJECT: Legacy Place; Phase 11 CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 411912021 PLACEMENT LOCATION: Curb & Gutters FIELD DATA: ASTM C143; SLUMP, ins: ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: MATERIAL SOURCE: Eagle 1 1/4 TRUCK NO.: 267 5.1 TICKET NO.., 646560 53 CU YDSITRUCK: 5 63 WATER ADDED: 5 gals CU YDSi PLACED: 6 KB YIELD: SPECIFIED STRENGTH: 3500 psi MIX: LAB NO. DATE CAST DATE REC-D TEST ACE TEST DATE LOAD, Ibs PSI 49-26 3/2212021 3123/2021 7 3129/2021 67530 5380 49-27 3/2212021 3123/2021 28 4/1912021 87020 6930 49-28 3/2212021 3123/202/ 28 4/19/2021 90310 7190 49-29 3/2212021 3/2312021 28 4/19/2021 88720 7060 49-30 3/2212021 312312021 Hold Hold Concrete cylinder dimensions; 4*'x 8" average area 12.66 square inches TESTING SERVICE, INC. 118 IVADISON RD, ISO BOX 177 VAN BUREN, ARK 7 957 47 74-2D75 Fax 479-474-2984 REPORT OF CONCRETE CYLINDER COMPRESSION TEST ASTM C 39 PROJECT: Legacy Puce, Phase II CONTRACTOR: Franklin Construction ENGINEER: Brixey ARCHITECT: REPORT DATE: 412912021 PLACEMENT LOCATION: FIELD DATA: ASTM C143; SLUMP, ins. ASTM C2311C173; AIR %: AMBIENT TEMPERATURE: ASTM C1064; CONC. TEMP: UNIT WEIGHT: FIELD TEST BY: Box and Water Valve Covers MATERIAL SOURCE: Eagle 3 TRUCK NO.: 220 3.5 TICKET NO.: 26206 50 CU YDSITRUCK: 4 60 WATER ADDED: 0 CU YDS PLACED: 4 YIELD: SPECIFIED STRENGTH. 3500 nsi MIX: AR5R LAB NO. 49-31 DATE CAST 4/2212021 DATE REC'D 4/23/2021 TEST AGE 7 TEST DATE 4/29/2021 LOAD, IIbs 73660 PSI 5860 49-32 4/2212021 4/2312021 28 512012021 49-33 412212021 4/2312021 28 6120/2021 49-34 4122/2021 412312021 28 5/2012021 49µ36 4/22/2021 412312021 Hold Hold Concrete cylinder dimensions, 4"x 8" average area 12.56 square inches