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DR9301-LR 930305Hallan AN Sian T 9200 KING ARTHUR DR. • P-O. BOX 560684 • DALLAS, TX 75356 -0684 (214) 631 -4372 CONCRETE COMPRESSION TEST REPORT REPORT NO.: 3 Jos NO.: 1592 -0066 PROJECT: Sandy Knoll /Shadowcrest LOCATION: Paving @ Intersection of Woodhurst & Sandy Knoll Dr. ARCHITECT /ENGINEER: DATE CAST: 3/5/93 (2 MTC ) SPECIFICATION: 4500 psi @ 28 days QUANTITY REPRESENTED: 70/150 cu. yds. SAMPLED BY: P Green CONTRACTOR: Gibson & Assoc. 4/5/93 BY ORDER OF: 3/12/93 REPORTED TO: Gibson & Assoc. DATE: 3/9/93 ORDER NUMBER: (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA -28.26 SO. IN. LABORATORY NUMBER 1336 FIELD NUMBER: SK30501 SK30502 SK30503 SK30504 MAXIMUM LOAD, LBS: 80,000 100,500 1 1 8 , 500 116,000 AGE WHEN TESTED, DAYS: 4 7 28 28 COMPRESSIVE STRENGTH, PSI: 2830 3560 4190 4100 AVERAGE STRENGTH, PSI: 4140 TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does not comply with specifications. METHOD OF CURING: FIELD 3 DAYS, LABORATORY FROM 3/8/93 TEMPERATURE: AMBIENT 60 aF MIX 62 aF, TIME OF SAMPLE: 11 : 10 AM /PM, SOURCE OF CONCRETE: Pioneer MIX CODE: 0464 FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): AIR CONTENT TRANSPORTED BY S. Tutt 3 °k, SLUMP PICK -UP CHARGE: X YES TICKET NO.: 141172 UNIT WEIGHT YIELD 4 INCHES NO PCF CFICY � �E OF 7-_Z 1 6ISTRIBUTION: - �(7 /� /� /'! City of Coppell - Garreth Campbell Sr. e' V g + � I�vllon-.�farnl ech � sy:: •srwa- �- e«scns-cey4 som.:�;�ar� 9 LYNDON JaY COX r4 f f crr�aoa: ec arsee6 tt eassr�•aef•c:caf' — •,.G ?� f d ; r wy ; 4SIGNED Lyndon J ox, P.E. h'AL 1.E i PAGE 1 OF 2 TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 OUR LE-ERS ANL REFOR?S ARE FOR THE EXCLUSIVE USE OF THE CLIENT TO WMOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED. - ES- RESVLTE APE NO" NECESSARILY OF THE D1,XUT' OF APPARENTLY IDENTICAL OR SIMILAR SAMPLES. Ea CEP I, - _ W''HO,:' THE OF �OLLOM1 E'AN -ECH. Sallan - Sian 2r 9200 KING ARTHUR DR. • P.O. BOX 560684 • DALLAS, TX 75356 -0684 (214) 631 -4372 CONCRETE COMPRESSION TEST REPORT REPORT NO.: 3 JOB N O.: 1592 -0066 PROJECT: Sandy Knoll /Shadowcrest LOCATION: Pavement Repair @ 509 Shadowcrest ARCHITECT /ENGINEER: CONTRACTOR: Gibson & Assoc. REPORTED TO: Gibson & Assoc. (6 x 12 INCH) NOMINAL CYLINDER SIZE: AREA -28.26 SO. IN. FIELD NUMBER: SK30505 MAXIMUM LOAD, LBS: 77,500 AGE WHEN TESTED, DAYS: 4 COMPRESSIVE STRENGTH, PSI: 2670 AVERAGE STRENGTH, PSI: TYPE BREAK: CONICAL (U.N.O.) REMARKS: Does not comply with specifications. 4200 METHOD OF CURING: FIELD 3 DAYS, LABORATORY FROM TEMPERATURE: AMBIENT 62 °F TIME OF SAMPLE: - AM/PM, SOURCE OF CONCRETE: Pioneer FINE AGGREGATE: COARSE AGGREGATE: WATER: CEMENT: FLY ASH: ADMIXTURE(S): DATE CAST: 3/5/93 SPECIFICATION: 4500 psi @ 28 days OUANTITY REPRESENTED: 10/160 cu. yds. SAMPLED BY: G. Dry MIX 62 °F, 3/8/93 TRANSPORTED BY S. Tutt AIR CONTENT 3.8 %, SLUMP 6.5 PICK -UP CHARGE: YES MIX CODE: 0464 TICKET NO.: 141243 UNIT WEIGHT YIELD INCHES NO X PCF CF /CY OF 7i�4b DISTRIBUTION: �QtS . Agvllvn_ MaXT TECAft City of Coppell - Garreth Campbell Sr. ? ti f ! f ; �'y ,.rnacL �. e•.csa c:sc°YM.wrP.'� t11 t�DON JAY I !1P! UOi' it OYYPtl Otl •tl ♦GDD!'!A`.^ w!A'1y �, e, °, <;, �- Lyndon J Cox, . E. l G fi�PD, I t 'C �D d• e y, C n aoloPPtle iG .IDL/ Lem PAGE? OF? TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 OUR LE ^ERE ANL REPORTS ARE FOR 'HE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED (: OF APPARENTLY IDENTICAL OR S I-AR SAMPLES. WTHO� "­E APPRC'.AL o A17ECH. 4/5/93 3/12/93 DATE: 3 /9/93 BY ORDER OF: ORDER NUMBER: 1337 LABORATORY NUMBER SK30506 SK30507 SK30508 97,500 120,000 117,500 7 28 28 3450 4240 4160 MIX 62 °F, 3/8/93 TRANSPORTED BY S. Tutt AIR CONTENT 3.8 %, SLUMP 6.5 PICK -UP CHARGE: YES MIX CODE: 0464 TICKET NO.: 141243 UNIT WEIGHT YIELD INCHES NO X PCF CF /CY OF 7i�4b DISTRIBUTION: �QtS . Agvllvn_ MaXT TECAft City of Coppell - Garreth Campbell Sr. ? ti f ! f ; �'y ,.rnacL �. e•.csa c:sc°YM.wrP.'� t11 t�DON JAY I !1P! UOi' it OYYPtl Otl •tl ♦GDD!'!A`.^ w!A'1y �, e, °, <;, �- Lyndon J Cox, . E. l G fi�PD, I t 'C �D d• e y, C n aoloPPtle iG .IDL/ Lem PAGE? OF? TEST METHODS: ASTM C 31, C 39, C 143, C 173, C 192, C 231, OR C 1064 OUR LE ^ERE ANL REPORTS ARE FOR 'HE EXCLUSIVE USE OF THE CLIENT TO WHOM THEY ARE ADDRESSED. AND APPLY ONLY TO THE SAMPLES TESTED (: OF APPARENTLY IDENTICAL OR S I-AR SAMPLES. WTHO� "­E APPRC'.AL o A17ECH.