Loading...
ST9504-LR 960104REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: Needham/ Hright and T,eskey McFadden '& Miller CONTRACTOR: Carter Crowley Properties REPORTED TO: reed engineering CONCRETE COMPRESSION TEST REPORT 2 2620 JOB NO.: Pavin9 Replacement - Burns Road, Coppelt Texas Pavin9 - STA 2+75 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: OUANTITYREPRESENTED: 01/04/96 3000 PSI 27/230 yds SAMPLED BY: F. Palmer DATE: 02/01/96 sY ORDER OF: 01/11/96 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: BR010401 MAXIMUM LOAD, LBS: 10 5 , 4 0 0 7 AGE WHEN TESTED, DAYS: 3730 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: ~BORATORY NUMBER BR010402 BR010403 102,800 129,300 7 28 3640 4570 3690 Does comply with Specification BR010404 130,900 28 4630 4600 METHOD OF CURING: FIELD 1 DAYS, LABORATORY FROM 0 1 / 0 5 / 9 6 TRANSPORTED SY Reed TEMPERATURE: AMBIENT 5 4' "F MIX 5 7 CF, AIR CONTENT 5 . 3 0 ~' SLUMP 4 . 0 0 TIME OF SAMPLE: 0 9 : 2 0 AM/~, PICK-UP CHARGE: SOURCE OF CONCRETE: La t t imore M~X CODE: 3 8 TICKET NO.: 7 0 16 9 9 8 INCHES NO FINE AGGREGATE: UNIT WEIGHT COARSE AGGREGATE: WATER: YIELD CEMENT: FLY ASH: ADMIXTURE(S): PCF CF/CY DISTRISUTION: (1) Carter Crowley Properties/Mr. Frank Babb///_/~ (1) Needham, Wright and Leskey/Mr. Bob Wright (!) McFadden & Miller/Mr. Dave Vandemeer .~) City of Coppell/Mr. Garreth Campbell ;,~NED 2424 STUTZ DRIVE TEST METHODS: ASTM C31. C39. C 143, C 173, C192, C231, ORC · SUITE400 · DALLAS, TEXAS75235 · 214/350-5600 · 1 3 PAGE OF (FAX) 214/350o0019 reed engineering GEOTECHNICAL CONSULTANTS CONCRETE COMPRESSION TEST REPORT 2 2620 01/04/96 REPORT NO.: JOB NO.: DATE CAST: Paving Replacement - Burns Road, 3000 PSI PROJECT: Coppe 11 Texas SPECIFICATION: Paving - STA 1+90 117/230 yds LOCAYION: OUANTtTY REPRESENTED: ARCHITECT/ENGINEER: Needham, Wright and Leskey SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 02/01/96 01 / 11 / 96ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE; AREA-28.26 BO. IN. LABORATORY NUMBER FIELD NUMBER: BR010405 B~0~0406 BR0~0407 ~R0~0408 MAXIMUM LOAD. LBS: 99, 800 103, 700 113, 900 117,100 7 7 28 28 AGE WHEN TESTED, DAYS: 3530 3670 4030 4140 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSi: 3600 4090 ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 0 1 / 0 5 / 9 6 TRANSPORTED BY Re ed TEMPERATURE: AMBIENT 5 9 'F MIX 61 °F. AIR CONTENT 5 · 8 0 %' SLUMP 4 . 5 0 INCHES TiME OF SAMPLE: 1 1 .' 5 5 AM/I~, PICK,UP CHARGE: YE~ NO SOURCE OF CONCRETE: Lat t imore U~X CODE: 3 8 TICKET NO.: 7 0 17 0 15 FINE AGGREGATE: UNIT WEIGHT PCF COARSE AGGREGATE: WATER; YIELD CPICY CEMENT; FLY ASH: ADMIXTURE(S): DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell SIG~D 2 TEST METHODS: A~M C31, C39, C 1~. C 173, C 192, C231. OR C 1~ PAGE OF 2424 STUTZ DRIVE · SUITE 400 · DALLA~ TEXAS 75235 · 214/35~5600 · (FAX) 21~35~0019 reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 2 2620 JOB NO.: Paving Replacement - Burns Road, Coppell Texas Paving - STA 0+45 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: GUANTITYREPREBENTED: Ol/O4/96 3000 PSI 207/230 yds ~CHITECT/ENGINEER: Needham, Wright and Leskey SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 02/01/96 01/11/96 ORDER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ, IN. LABORATORY NUMBER FIELDNUMBER: BR010409 BR010410 M~IMUM LOAD, LBS; 96, 900 95, 800 7 7 AGE WHEN TESTED, DAYS: 3430 3390 COMPRESSIVE STRENGTH, PSI: 3410 AVENGE STRENGTH, PSI: ~PE BR~K: CONICAL (U.N.O.) REMARKS: Does comply with Specification BR010411 BR010412 122,400 119,500 28 28 4330 4230 4280 METHOD OF CURING: FIELD DAYS, LABORATORY EROM 1 TEMPERATURE: AMBIENT 6 2 °F MIX 6 8 TIME DE SAMPLE: 0 2: 4 5 A~PM. SOURCE OF CONCRETE: Latt imore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): 01/05/96 TF~NS~ORTED BY AIR CONTENT 5 . 60 ~' M,X COOE: 38 Reed SLUMP 5 . 5 0 INCHES P~CK-UP CHARGE: YE-~ NO TICKET NO.: 7 0 t 7 029 UNiT WEIGHT PCF YIELD CF/CY DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell S,GNED 3 TEN METHODS: ASTM C31, C~, C 1~. C 173, C 192, C~I,ORC t~ PAGE OF 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/35~5600 · (FAX) 21~35~0019 REPORT NO.: PROJECT: LOCATION: ARCHITECT/ENGINEER: Needham, Wright and Leskey reed engineering GEL) ! ECHNICAL CONSULTANTs CONCRETE COMPRESSION TEST REPORT 2 2620 JOB NO.: DATE CAST: Paving Replacement - Burns Road, SPECIFICATION: Coppell Texas Paving - STA 2+75 OUANTITY REPRESENTED: SAMPLED BY: BY ORDER OF: DATE: CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties 01/04/96 3000 PSI 27/230 yds F. Palmer Client 01 / 11 / 9 6OROER NUMBER: (6 X 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SO. IN. FIELD NUMBER: BR010401 MAXIMUM LOAD, LBS: 105 , 400 7 AGE WHEN TESTED, DAYS; 3730 COMPRESSIVE STRENGTH, PSt AVERAGE STRENGTH, PSt TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER BR010402 102,800 7 3640 3690 BR010403 BR010404 28 28 METHOD OF CURING: FIELD 1 DAYS. LABORATORY FROM 01 / 05 / 96 TRANSPORTED BY Re ed TEMPERATURE; AMBIENT 5 4 "F MIX 5 7 °F, AIR CONTENT 5 . 3 0 %' SLUMP 4 . 0 0 INCHES TIME OF SAMPLE: 0 9 ; 2 0 AMIF~. PiCK-UP CHARGE: Y~ NO SOURCE OF CONCRETE: Lattimore MIX CODE: 38 TICKET NO.: 7016998 UNIT WEIGHT PCP FINE AGGREGATE: COARSE AGGREGATE: YIELD CFICY WATER: CEMENT: FLY ASH: ADMIXTURE(S): DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell S,~ED TE~METHODS: ASTM C31. C39, C 143. C 173, C 192, C231, ORC 1~ PAGE 1 OF 3 2424STUTZDRIVE · SUITE400 · DALLA~TEXAS75235 · 214/350-5600 · (~X) 214/350-O01U reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 2 2620 JOB NO,: Paving Replacement - Burns Road, Coppell Texas Paving - STA 1+90 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTI~REPRESENTED: 01/04/96 3000 PSI 117/230 yds ARCHITECT/ENGINEER; Needham, Wright and Leskey SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 0 1 / 11 / 9 6OROER NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: BR 010 4 0 5 MAXIMUM LOAD, LBS: 9 9, 8 0 0 7 AGE WHEN TESTED, DAYS: 3530 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: LABORATORY NUMBER BR010406 103, 700 7 3670 3600 BR010407 BR010408 28 28 METHOD OF CURING: FIELD DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 59 °F MIX 6 1 TIME OF SAMPLE: 1 1 : 5 5 AMIP~I. SOURCE OF CONCRETE: Lattimore FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): TRANSPORTED BY 01/05/96 Reed AIR CONTENT 5 · 8 0 SLUMP 4 . 5 0 PICK-UP CHARGE; M~X CODE: 38 TICKET NO.: 7017015 UNIT WEIGHT PCF YIELD CF/CY INCHES NO SIGNED~ DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell TEST METHODS: ASTM C31, C39, C 143, C173, C 192, C231, ORC 1064 PAGE 2 DE 3 2424 STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · (FAX) 214/350-0019 reed engineering REPORT NO.: PROJECT: LOCATION: CONCRETE COMPRESSION TEST REPORT 2 2620 JOB NO.: Paving Replacement - Burns Road, Coppetl Texas Paving - STA 0+45 GEOTECHNICAL CONSULTANTS DATE CAST: SPECIFICATION: QUANTITY REPRESENTED: 01/04/96 3000 PSI 207/230 yds ARCHITECT/ENGINEER: Needham, Wright and Leskey SAMPLED BY: F. Palmer CONTRACTOR: REPORTED TO: McFadden & Miller Carter Crowley Properties DATE: BY ORDER OF: 01 / 11 / 9 60RDEn NUMBER: Client (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA-28.26 SQ. IN. FIELD NUMBER: BR010409 MAXIMUM LOAD, LBS: 96, 9 0 0 7 AGE WHEN TESTED, DAYS: 3430 COMPRESSIVE STRENGTH, PSI: AVERAGE STRENGTH. PSI: TYPE BREAK: CONICAL REMARKS: 3410 LABORATORY NUMBER BR010410 95, 800 7 3390 BR010411 28 BR010412 28 METHOD OF CURING: FIELD DAYS. LABORATORY FROM TEMPERATURE: AMBIENT 62 °F MIX 68 °F, TIME OF SAMPLE: 0 2 : 4 5 AI~JI~PM, SOURCE OF CONCRETE: Lat t imore TRANSPORTED BY 01/05/96 Reed AIR CONTENT 5 . 6 0 "~' SLUMP PICK-UP CHARGE: MIX CODE: 3 8 TICKET NO.: 5 . 5 0 INCHES 7017029 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): UNIT WEIGHT PCF YIELD CFICY DISTRIBUTION: (1) Carter Crowley Properties/Mr. Frank Babb (1) Needham, Wright and Leskey/Mr. Bob Wright (1) McFadden & Miller/Mr. Dave Vandemeer (1) City of Coppell/Mr. Garreth Campbell S~G~D TEST METHODS: ASTM C31. C39, C 143. C 173, C t92, C231, ORC 1064 3 3 PAGE OF 2424STUTZ DRIVE · SUITE 400 · DALLAS, TEXAS 75235 · 214/350-5600 · (FAX) 214/350-0019