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Park West CC(15.1)-LR 950113nE.O"T"O.: 18 PRO~ECT: T,onestar Plywood and Door LOCA~ON:Pav±ng - 60'S, 30'W O£ NW building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GED YI=CHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920. 2 DATE CAST: 01/13/95 SPECIFICATION: 4000 PSI QUANTITY REPRESENTED: 3 5 0/4 0 0 yds ~MPLEDaY: T. Pickens BY O,OER ~: C1 ient DAn: 01 / 27 / 95 ORDER NUMSE.: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011321 LS011322 LS011323 128,000 123,000 14 14 28 4530 4350 4440 LS011324 28 METHOD OF CURING: FIELD 1 DAYS. LASORATORYFROM 01/14/95 TRANS~R~DBY Reed TEMPERATURE: AMBIENT 5 9 °F M~X 64 °F. A~R CONTENT SLDMP 6 . 5 INCHES T,ME OF SAMPLE: 03 : 42 SOURCE OF CONCRETE: Pioneer A~PM. MIX CODE: 5 2 0 0 PICK-UP CHARGE: TICKET NO.: 309212 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY O,~RIBUTION: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, C173, C~92, C231, ORC1064 PAG;_P- OF._,~.. 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX)2141350-001~ ~mT ,0.: 18 PROJECT: Lonestar Plywood and Door Paving - 160'N, ll0'W of SW building LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEU Yt::CHNICAL CONSULTAI~TE- CONCRETE COMPRESSION TEST REPORT JOS NO.: 1 9 2 0.2 DATE CAST: 01 / 13 / 9 5 SPECIFICATION: 4000 PSI QUANTITY REPRESENTED: 200/400 yds SAMPLED BY: T. PickeRs aY ORDER OF: C1 lent DATE: 0 1 / 27 / 95 On0En NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, P~I: AVERAGE STRENGTH. PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011315 LS011316 LS011317 135,000 130,000 14 14 28 4770 4600 4690 LS011318 28 METHOD OF CURING: FIELD TEMPERATURE: AMBIENT 5 4 TIME OF ~AMPLE: 12 : 5 6 ~OURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS. LABORATORY FROM 01/14/95 TRANSPORTED BY Reed *F MIX 64 *F, AIR CONTENT %, SLUMP 5.2 5 INCHES A~F~PM, PICK-UP CHARGE: YES NO TICKET NO.: 309188 UNIT WEIGHT PCF YIELD CF/CY M,X ~DE: 5200 D,STR,BUnO": (1) Lonestar Plywood & Door/Mr. Danny McQuary (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C 31, C3~, C 1,13, C 173, C 192, C 231, OR C 1064 PAGF I~ OF F~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 2141350.0019 P.O~ECT: Lone.~t~ar Plywood a~d ~.o.: ~a~g - ~00'~, 65'~ o~ ~ oo~e~ ARCHITECT/ENGINEER: CON~: REP~TEDTO: Lonestar Pl~ood & Door reed engineering GEOTE. CHNICAL CONSULTANYE CONCRETE COMPRESSION TEST REPORT JOB NO.: 1 9 2 0.2 DATE CAST: 01/13/95 SPECIFICATION: 4 0 0 0 PS I GUANTn~ REPRESENTED: 14 0 / 4 0 0 yds SAMPLED BY: T. Pickens BY ORDER OF: Client DATE: 01 / 27 / 95 ORDE. NUMBER: (8 x 12 INCH] NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011309 LS011310 LS011311 134,000 132,500 14 14 28 4740 4690 4720 LS011312 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 3 "F MIX 6 1 CF, AIR CONTENT SLUMP 6 , 5 INCHES TIME OF SAMPLE: SOURCE OF CONCRETE: Pioneer MIX CODE: 5 2 0 0 PICK-UP CHARGE: YES NO TICKET NO.: 3 0 9181 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY D,STR,SUT,OR: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges McQ~_. '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C~, 0143, C173, C192, C231, ORC1064 PAG; 4 OF ~J 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · {FAX) 2141350-OO1u 1 REPORT NO.: O PRCUEOT: Lonestar Plywood and Door LOCAT~N: Pavin~ - 65'N, 30'W of SW buildin~ corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOY~_CHNICAL CONSULTAN~ CONCRETE COMPRESSION TEST REPORT JOB NO.: 19 20. 2 DATE C~ST: 01/13/95 SPEClFICAllON: 4000 PSI QUANTITY REPRESENTED: 80/400 yds SAMPLED BY: T. Pickens BY ORDER OF: Client DATE: 01/27/95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U,N.O.) REMARKS: ~RCRATORY NUMBER LS011303 LS011304 LS011305 122,000 115,000 14 14 28 4310 4070 4190 LS011306 28 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 2 oF M,X 6 2 'F, A,R CONTENT %, SLUMP 5 · 75 INCHES nME OF SAMPLE: 10: 01 AM~, SOURCE OF CONCRETE: Pioneer MIX CODE: 5200 PICK-UP CHARGE: TICKET NO.: 309172 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DI~RIBUTION: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, C173, C192, C231,ORC 1064 2424 STU1-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX) 21413504)O1t~ REPORT NO.: 18 PR~ECT: Lonestar Plywood and Door LOCAVION: Pavin~ - 60'S, 30'W of 1~ buildin~ corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 19 2 0. 2 DATE CAST: 01/13/95 BPECIFICATION: 4000 PSI OUANTITY REPRESENTED: 350/400 yd~ SANIPLED BY: T. ~)ickens BY ORDER OF: C1 ient 02/10/95 DATE: 0 1 / 2 7 / 9 5 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. RELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE 8'FRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011321 LS011322 128,000 123,000 14 14 4530 4350 4440 Does comply with Specification LS011323 LS011324 148,500 147,500 28 28 5250 5220 *' 5240 METHOD OF CURING: FIELD i TEMPERATURE: AMBIENT 5 9 GAYS. LASORATORY PROM 01 / 14 / 95 MIX 6 4 "F, AIR CONTENT TIME OF SAMPLE: 03 : 42 A~M. SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): M,X CODE: 5200 TRANSPORTED BY Reed ~%, SLUMP 6 · 5 IRCHEB PICK-UP CHARGE: YES NO T,C~T NO.: 309212 UNIT WEIGHT PCF YIELD CF/CY DISTRIBU~ON: (1) Lonestar Plywood & Door/Mr. Danny McQu~~~~__~~ (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,GNED '(1) City of Coppell/Mr. Garth Campbell ~M~HODS: ASTM C31, C~, C1~, C1~, C1~, C~I, ORCI~ 2424 STU'I-Z DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO1U REPORT NO.: 18 ~ECT: Lonestar Plywood and Door LOOAT~N: Paving - 160'N, ll0'W of SW building corner ARCHITECT~NGINEER: reed engineering GEOT~-CHNICAL CONSULTAN' r~. CONCRETE COMPRESSION TEST REPORT ~oa NO.: 1920. 2 CONTRACTOR: REPORTEDTO: Lonestar Plywood & Door DATECAST: 01/13/95 SPECIFICATION: 4000 PSI OUANTITY REPRESENTED: 200/400 yds S~EDBY: T. Pickens BY ORDER OF: C1 lent 02/10/95 DATE: 01 / 27 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.26 SQ. IN. FIEL0 NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011315 LS011316 135,000 130,000 14 14 4770 4600 4690 Does comply with Specification LS011317 LS011318 158,000 150,000 28 28 5590 5310 *' 5450 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY TEMPERATURE: AMBIENT 5 4 'F MIX 6 4 °F, AIR CONTENT TIME OF SAMPLE: 12: 56 .~l~U, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): MiX CODE: 5200 Reed SLUMP 5 · 25 INCHES PICK-UP CHARGE: YES NO ~C~ET NO.: 309188 UNIT WEIGHT PCF YIELD CF/CY o~sm,sU~ON: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,GNED '(1) City of Coppell/Mr. Garth Campbell TE~M~HCOS: ASTM C31, C~, C1~, C1~. C1~, C~I, ORCl~ P~; ~ OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 21~350-OO1e RE,mT ~.: 18 ~ECT: Lonestar Plywood and Door 'N, 65'W of SW building Paving 100 LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering CEDI ECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 19 2 0.2 DATE CAST: 01/13/95 SPECIFICATION: 4000 PSI QUANTITY REPRESENTED: 140/400 yds SAMPLED BY: T. Pickens BY ORDER OF: C1 ient 0 ./z0/95 DATE: 01 / 27 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER FIELD NUMBER: LS 011309 LS 011310 LS 011311 MAXIMUM LOAD. LBS: 134, 000 132, 500 159, 500 AGE WHEN TESTED, DAYS: 14 14 2 8 COMPRESSIVE STRENGTH. PS: 4740 4690 5640 AVERAGE STRENGTH, PSI: 4 7 2 0 ' ' TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply w±th Speci£ication 5750 LS011312 165,500 28 5850 METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 01 / 14 / 95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 3 'F MIX 61 'F, AIR CONTENT SLUMP 6 · 5 INCHES TIME OF ~AMPLE: 11: 40 Aa/eL SOURCE OF CONCRETE: Pioneer MIX CCOE: 5 2 0 0 PICK-UP CHARGE: YES TICKET NO.: 309181 NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY O,STR,B~,O": (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,GNEO '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, C173, C192, C231, ORC10~4 PAGE Z~ OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350~5600 · (FAX)214/3504:)OIG reed engineering GED I ECHNICAL CONSULTANTE, CONCRETE COMPRESSION TEST REPORT RE~ORT NO.: 18 JOB NO.: 1920.2 DATE C,ST: 01/13/95 PROJECT: Lonestar Plywood and Door LOCAT,ON: Paving - 65'N, 30'W of SW building corner ARCHITECTfENGINEER: SPECIFICATION: 4000 PSI QUANTITY REPRESENTED: 8 0/4 0 0 yds S~EDBY: T. Pickens CONTRACTOR: REPORTED TO: Lonestar Plywood & Door BY ORDER OF: Client 02/10/95 DATE: 01 / 27 / 95 ORDER NUMAR: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. LABORATORY NUMBER F~ELD NUMBER: LS011303 LS011304 LS011305 M*X~MUM LOAD. LBS: 122, 000 115, 000 140, 000 AGE WHEN TESTED, DAYS: 14 14 28 COMPRESSIVE STRENGTH. PSI: 4310 4070 4950 AVERAGE STRENGTH. PSi: 4 1 9 0 ' ' TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does comply with Specification 4930 LS011306 138,500 28 4900 METHOD OF CURING: FIELD 1 DAYS. U~ORATORY FROM 01 / 14 / 95 TRANS~RTED BY Reed TEMPERATURE: AMBIENT 5 2 °F M~X 6 2 °F, AIR CONTENT SLUMP 5 · 7 5 INCHES TiME OF SAMPLE: SOURCE OF CONCRETE: Pioneer M,XCO~: 5200 PICK-UP CHARGE: TICKET NO.: 309172 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMiXTURE(S): UNrT WEN3HT PCF YIELD CFK~Y DISTRIBUTK)N: (1) Lonestar Plywood & Door/Mr. Danny McQu~ (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,~NED '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C~1, C39, C143, C173, C192, C231, ORC1064 PAG; ~- OF ~ 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35~5600 · (FAX) 214135OO019 RE~RT .O.: 18 PROJECT: Lonestar Plywood and Door LOC*T~N: Paving - 60'S, 30'W of ~ buil'din~ corner ARCHITECT/ENGINEER: CONTRACTOR: RE~RTEDTO: Lonestar Plywood & Door reed engineering GEO¥~CHNICAL CONSULTANT~ CONCRETE COMPRESSION TEST REPORT ,~os ,o.: 19 2 0.2 OATE c^~: 01/13/95 SPECIRCATK)N: 4000 PSI QUANllTY REPRESENTED: 350/400 yds S~PLEDSY: T. Pickens aY OR~R OF: Client DATE: 01 / 20 / 95 ORDER NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~BORATORY NUMAR LS011319 LS011320 109,000 107,500 7 7 3860 3800 3830 METHOD OF CURING: RELD 1 TEMPERATURE: AMBIENT 5 9 °F DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY MIX 6 4 'F, AIR CONTENT %, TIME OF SAMPLE: 03 : 42 A~M, SOURCE OF CONCRETE: P i one e r FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): M,X CODE: 5200 Reed SLUMP 6.5 ,~.ES PiCK-UP CHARGE: YES NO ~CKET NO.: 309212 UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQuary (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED '(1) City of Coppell/Mr. Garth Campbell TE~METHODS: ASTM C31, C~, C143, C173, C192, C~I, ORC pAD~ 7 OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-O019 RE~RT ,0.: 18 P~ECT: Lonestar Plywood and Door Pav±ng - 160'N, ll0'W of SW building LOCATION: corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: T,orlestar Plywood & Door reed engineering CONCRETE COMPRESSION TEST REPORT ao~ NO,: 1920.2 GEOTF_CHNICAL CONSULTAh DATE CAST: 01/13/95 SPEC,F~CA~ON: 4000 PSI QUAN31TY REPRESENTED: 200/400 yds SAM~ED By: T. Pickens BY ORDER Ch=: Client DATE: 01 / 20 / 95 ORDE, NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA.28.2~ SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LA~T~Y NUMBER LS011313 LS011314 125,000 120,500 7 7 4420 4260 4340 METHOD OF CURING: FIELD i DAYS, LABORATORY FROM 01 / 14 / 95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 4 'F V,X 6 4 'F. AIR CONTENT %, SLUMP 5.2 5 INCHES TIME OF SAMPLE: 12 : 56 A~gM. SOURCE OF CONCRETE: Pioneer M'X CODE: 5200 PICK. UP CHARGE: ~CKET NO.: 309188 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. Danny McQu~/~ (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges S,GNED '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM 031, C~, C14, C1~, C1~, C~I, ORCl~ P~F._~OF ~ 2424STUTZDRIVE · SUITE400 · DALLAS, TEXAS75235 · 21~350~5600 · (FAX)21~3504301S REPORT NO.: 1 8 P~ECT: Lonestar Plywood and Door LOC^~ON: Paving - 100'N, 65'W of SW building corner ARCHITECT/ENGINEER: reed engineering GEOTECHNICAL CONSULTAN I ~ CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920. 2 CONTRACTOR: RE~TEDTO: Lonestar Plywood & Door DATE CAST: 0 1 / 13 / 9 5 SPECIFICAI~ON: 4000 PSI QUANTITY REPRESENTED: 140/400 yds SAMPLED BY: T. Pickens BY ORDER OF: Client DATE: 01/20 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER ~IZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LS011307 125,000 7 4420 4340 ~SQRAT~Y NUMBER LS011308 120,500 7 4260 METHCO OF CURING: FIELD I TEMPERATURE: AMBIENT 53 NME OF SAMPLE: 11: 40 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: DAYS. UmORATO.Y FROM 01 / 14 / 95 'F AMIP]I~, M~X 61 'F. AIR CONTENT MIX CODE: 5 2 0 0 TRANSPORTED BY Reed %%, SLUMP 6 · 5 INCHES PICK-UP CHARGE: YES NO TICKET NO.: 3 0 9181 UNIT WEIGHT PCF CF/CY YIELD (1) Lonestar Plywood & Door/Mr. Danny McQu~ (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED (1) City of Coppell/Mr. Garth Campbell EST METHODS: ASTM C31, C~, C1~, C1~, C1~, C~I, ORCI~ PAD; ~ OF R 2424STU'rZDRIVE · SUITE400 ·DALLAS, TEXAS75235 · 21~35~5600 · (FAX)21~350-OO19 RE~ NO.: 18 PROJECT: Lonestar Plywood and Door LOCAT,ON: Paving - 60' S, 30'W of I~ buildin[t corner ARCHITECT/ENGINEER: CONTRACTOR: reed engineering GEOTECHNICAL CONSULTAI~¥=. CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920.2 REPORTED TO: Lonestar Plywood & Door D^TE C^ST: 01/13/95 SPECIFICATION: 4000 PSI OUANT,~ REP,ESENTEO: 350/400 yds SAMPLEDB¥: T. Pickens BY ORDER OF: Client DATE: 01/20/95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSh TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011319 LS011320 109,000 107,500 7 7 3860 3800 3830 METHOO OF CURING: FIELD 1 DAYS, ~BOHATORY FROM 01/14/95 TRANSPORTEOBY Reed TEMPERATURE: AMBIENT 5 9 "F MIX 6 4 "F. AIR CONTENT SLUMP 6 . 5 INCHES TIME OF SAMPLE: 03 : 42 SOURCE OF CONCRETE: Pioneer A~PM, MIX CODE: 5 2 0 0 PICK-UP CHARGE: TICKET NO.: 309212 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTHIBUTION: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges SIGNED (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39, C143, C173, C 192. C231. ORC1064 2424 STU'rZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-001e REPORT NO,: 1 8 PROJECT: Lonestar Plywood and Door · OCAT~N: Paving - 65'N, 30'W of SW building corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT JOB NO.: 1920.2 DATE CAST: 01/13/95 SPECInCA~ON: 4 0 0 0 PS I OU~NTITY REPRESENTED: 8 0/4 0 0 yds SAMPLED BY: T. Pickens BY ORDER OF: Client DATE: 0 1 / 2 0 / 9 5 ORD£n NUMBER: (6 x 12 INCH) NOMINAL CYLINDER BIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD. LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSh AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~RATORY NUMBER LS011301 LS011302 109,000 110,500 7 7 3860 3910 3890 METHOD OF CURING: FIELD i TEMPERATURE: AMBIENT 5 2 TIME OF SAMPLE: 10 : 01 SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY Reed OF M~X 6 2 'F. AIR CONTENT %, SLUMP 5 . 7 5 INCHES AId/P~L PICK-UP CHARGE: YES NO TICKET NO.: 309172 UNIT WEIGHT PCF YIELD CF~Y M,X CODE: 5 2 0 0 Danny McQu~ SIGNED DISTRIBUTION: (1) Lonestar Plywood & Door/Mr. (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges '(1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31. C39, C143, C173. C 192, C231. ORC1064 PAGF 1~ OF ~J 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 2141350-0019 REPORT NO.: 18 PROJECT: Lonestar Plywood and Door tO~AT~ON:Pavin~ - 100'N, 65'W of SW buildin~ corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT Jc~ .o.: 1920.2 DATE CAST: 01/13/95 SPECIFICATION: 4 0 0 0 PS I OUANTtTY REPRESENTED: 14 0/4 0 0 yds SAMPLEDBY: T. Pickens BY ORDER OF: C1 ient DATE: 01 / 20 / 95 OROER NUMSER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED. DAYS: COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER LS011307 LS011308 125,000 120,500 7 7 4420 4260 4340 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 1 / 14 / 9 5 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 3 'F MIX 6 1 CF, AIR CONTENT SLUMP 6.5 INCHES TIME OF SAMPLE: 11: 40 AMn~, SOURCE OF CONCRETE: Pioneer MIX CODE: 5 2 0 0 PICK-UP CHARGE: TICKET NO.: 309181 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: AOMIXTURE(S): UNIT WEIGHT PCF YIELD CF/CY DISTRIB~ION: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges McQ~. (1) City of Coppell/Mr. Garth Campbell TEST METHODS: ASTM C31, C39. C143, C173. C192, C23%ORC1064 PAOI:: '4 OF 8 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/35(~5600 · (FAX}214/3504~01~ reed engineering H GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT REPORT NO.: 18 *'Oe NO.: 1920 · 2 PROdECT: Lonestar Plywood and Door LOCAT,ON: Pavin~ - 160'N, ll0'W of SW buildin~ corner ARCHITECT/ENGINEER: CONTRACTOR: REPORTED TO: Lonestar Plywood & Door DATE CAST: 01/13/95 BPECIFICATK)N: 4 0 0 0 PS I QUANTITY REPRESENTED: 2 0 0/4 0 0 yds ~,PLEDB¥: T. Pickens BY ORDER OF: Client DATE: 01 / 20 / 95 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA,-28.26 SO. IN. FIELD NUMBER: MAXIMUM LOAD, LBS: AGE WHEN TESTED, DAYS: COMPRESBIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U,N.O.) REMARKB: ~BORATORY NUMBER LS011313 LS011314 125,000 120,500 7 7 4420 4260 4340 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 01/14/95 TRANSPORTED BY Reed TEMPERATURE: AMBIENT 5 4 ~'F MIX 6 4 CF, AIR CONTENT s, uuP 5.25 INCHES TIME OF SAMPLE: 12 : 56 Ag~M. SOURCE OF CONCRETE: Pioneer MIX CODE: 5 2 0 0 PICK-UP CHARGE: T,CKET NO.: 309188 YES NO FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(B): UNIT WEIGHT PCF YIELD CF/CY D,S~,BUT,ON: (1) Lonestar Plywood & Door/Mr. Danny (1) pross design group, inc./Mr. Mark Pross (1) Hunt & Joiner, Inc./Mr. Vic Witt (1) Hill & Wilkenson, Inc./Mr. Dwayne Hodges (1) City of Coppell/Mr. Garth Campbell TEST METHODS: AB"nd C 3t, C 39, C 143, C 173, C 192, C 231, OR C 1064 2424 STUTZ DRIVE · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · (FAX) 214/350-OO1u