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Gateway BP(2.5)-LR 990223TESTED FOR: FIELD DATA: LOCATION OF PLACEMENT LABORATORY 229 A 229 B 229 C 229 D SPECIFICATIONS PSI A -200 -4 (5)F i4 Information To Build On Engineering Consulting Testing ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 DATE: February 23, 1999 DATE PLACED February 16, 1999 TIME 07:45 am SLUMP, IN. 5 AIR CONTENT, 5.3 AIR TEMPERATURE, °F 56 CONCRETE TEMPERATURE, °F 63 DATE RECEIVED IN LAB February 17, 1999 FIELD DATA SUBMITTED BY PSI \R BURTSELL MIX DATA SUBMITTED BY LATTIMORE NOTE:APPLICABLEASTM STANOARRS _UNLESS.OSHERWISEINDTCATEDLSLUMP C143- 99a:AIRCONTENT:_C231-97 TEMPERATUBE—CIO64116193LCAPPING' c123L91 SPECIMEN TEST IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) PAVING, SOUTH, GRID LINE 4 TO 10 8' EAST FROM FIRE HYDRANT 7 28 28 H 28 DATE OF TEST 02/23/99 03/16/99 03/16/99 HOLD REMARKS: X Cylinders made by PSI representative. Cylinders made by Archilecfs or Contractors representative. TECHNICIAN: R. BURTSELL REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS ASTM C39 -96 TOTAL LOAD (LBS.) 105000 136000 131500 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. Cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL PROJECT: G K LAUNDRY PROCESSING REVISION #1 OUR REPORT NO.: 337 80080 -116 SUPPLIER DELIVERY TICKET NO. TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER DIAMETER (IN.) CYLINDER AREA (SQ. IN.) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. COMPRESSIVE STRENGTH (PSI) 3710 4810 4650 4000 Test results do nol comply with applicable specifications. LATTIMORE 7065737 42 Tes results comply with applicable X specifications. Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942 TYPE OF BREAK Cone Cone Cone Respectfully submitted, Professional Service Industries, inc. TESTED FOR: DATE PLACED TIME SLUMP, IN. AIR CONTENT, AIR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN T TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 230 230 230 230 SPECIFICATIONS REMARKS: PSI A -200 -4 (5)F ac acwn Information l tf .!JToBuild On Engineering Consulting Testing A B C D ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 DATE: February 23, 1999 FIELD DATA: LOCATIONOFPLACEMENT PAVING, SOUTH, GRID LINE 4 TO 10 3' NORTH FROM FIRE HYDRANT February 16, 1999 09:45 am 4 1/2 5.3 59 °F 65 February 17, 1999 PSI \R. BURTSELL LATTIMORE NOTE: APPLICABLE ASTM STANDAROS.ONLESS OIHERWISE_ INDICATED: SLUMP, C143 -90a. AIR C911TENT:_C231 -93' TEMPERATURE :_C_tQB4- 88(93):9APPING:C123L-93 COMPRESSION TEST RESULTS ASTM C39 -96 7 02/23/99 28 03/16/99 28 03/16/99 H HOLD 28 TECHNICIAN: R. BURTSELL DATE OF TEST X Cylinders made by PSI representative. Cylinders made by Architect's or Contractors representative. REPORT OF CONCRETE COMPRESSION TEST TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 87500 115000 113000 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC PROJECT: G K LAUNDRY PROCESSING REVISION #1 OUR REPORT NO.: 337 -80080 -117 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER AREA (SQ. IN.) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 COMPRESSIVE STRENGTH (PSI) 3100 4070 4000 4000 Tes results comply with applicable X specifications. LATTIMORE 7065754 42 Test results do not comply with applicable specifications. TYPE OF BREAK Cone Cone Cone Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 3783 Fax 817/284 8942 Respectfully submitted, Professional Service Industries, Inc. TESTED FOR: DATE: FIELD DATA: LOCATION OF PLACEMENT DATE PLACED TIME SLUMP, IN. AIR CONTENT, AIR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 231 231 231 231 SPECIFICATIONS REMARKS: airX11 Information iiTo Build On Engineering Consulting Testing A B C D ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 February 23, 1999 PAVING, SOUTH, GRID LINE GRID LINE 9 February 16, 1999 12:05 pm 4 4.5 69 °F 67 February 17, 1999 PSI \R. BURTSELL LATTIMORE 7 02/23/99 28 03/16/99 28 03/16/99 H HOLD NOTE. APPLICABLE ASTM STANDARDS.UNLESS OTNERYYISEINDLCATED. SLUMP. Ct43- 90a:. AIR CONTENT_C231 -97: TEMPERATURE. C 1.064 88(931. CAPPING, C1231,93 COMPRESSION TEST RESULTS ASTM C39 -96 28 DATE OF TEST X Cylinders made by PSI representative. TECHNICIAN: R. BURTSELL REPORT OF CONCRETE COMPRESSION TEST TOTAL LOAD (LBS.) 133500 163000 159000 Cylinders picked up by PSI X representative. PROJECT: G K LAUNDRY PROCESSING REVISION #1 OUR REPORT NO.: 337 80080 118 4 TO 10 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER DIAMETER (IN.) Cylinders made by Architects or Contractor's representative. Cylinders delivered to PSI laboratory. cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL CYLINDER AREA (SQ. IN.) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. COMPRESSIVE STRENGTH (PSI) 4720 5770 5620 4000 LATTIMORE 6090624 42 Cone Cone Cone Tes results comply with applicable X specifications. Test results do not comply with applicable specifications. TYPE OF BREAK Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth. TX 76118 Phone 817/284 -3783 Fax 817/284 -8942 PSI A -200 -4 (5)F Respectfully submitted, Professional Service Industries, Inc. TESTED FOR: DATE: DATE PLACED TI ME SLUMP, IN. AIR CONTENT, AIR TEMPERATURE, °F SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 227 227 227 227 SPECIFICATIONS REMARKS: PSI A -200 -4 (5)F ri—xn Information l If JJToBuild On Engineering Consulting Testing A B C D ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 February 23, 1999 FIELD DATA: LOCATION OF PLACEMENT PAVING, SOUTH, GRID LINE 4 CONCRETE TEMPERATURE, °F 58 DATE RECEIVED IN LAB February 17, 1999 FIELD DATA SUBMITTED BY PSI \R BURTSELL MIX DATA SUBMITTED BY LATTIMORE NOTE APPLICABLE ASTM -SIANRARDS.UNLES-S9TNERWISE INDICATED SLUMP CL43942: AIReeNIENL C23i 9T TEMPERATURE: CIO64- 9@(431:_CAPPINCIC1231 -93 TEST AGE DATE OF (DAYS) TEST 7 02/23/99 28 03/16/99 28 03/16/99 H HOLD 28 Cylinders made by Architect's or Contractor's representative. 15' SOUTH 20' EAST FROM GRID LINE 6 February 16, 05:20 am 4 4.8 48 TECHNICIAN: R. BURTSELL REPORT OF CONCRETE COMPRESSION TEST 1999 COMPRESSION TEST RESULTS ASTM C39 -96 TOTAL CYLINDER CYLINDER LOAD DIAMETER AREA (LBS.) (IN.) (SQ. IN.) 102500 130000 132500 Cylinders picked up by PSI X Cylinders made by PSI representative. X representative. PROJECT: G K LAUNDRY PROCESSING REVISION #1 OUR REPORT NO.: 337 80080 -119 TO 10 Cylinders delivered to PSI laboratory. CC: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. COMPRESSIVE STRENGTH (PSI) 3630 4600 4690 4000 Test results do not comply with applicable specifications. LATTIMORE 7065713 42 Tes results comply with applicable X specifications. Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 3783 Fax 817/284 8942 TYPE OF BREAK Cone Cone Cone Respectfully submitted, Professional Service Industries, Inc. TESTED FOR: DATE: FIELD DATA: LOCATION OF PLACEMENT DATE PLACED TIME SLUMP, IN. AIR CONTENT, AIR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LABORATORY NUMBER 228 228 228 228 SPECIFICATIONS REMARKS: PSI A -200 -4 (5)F l'""'"Xil Information r ,To Build On Engineering Consulting Testing NQTE; APPLICA BLE_ASTMSTANDARQS.UNLESS. QTHFRWISEI_NDICATED: SLUMP_LC14 0a; AIR CONTENT' .C2llALTEMPERATURE_C1994 CAPPINGj_C1211A13— SPECIMEN IDENTIFICATION OR SET NO. A B C ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 February 23, 1999 PAVING, SOUTH, GRID LINE 4 TO 10 20' SOUTH FROM GRID LINE 8 February 16, 1999 06:00 am 5 5.2 48 °F 58 February 17, 1999 PSI \R. BURTSELL LATTIMORE TEST AGE DATE OF (DAYS) TEST 7 02/23/99 28 03/16/99 28 03/16/99 H HOLD 28 Cylinders made by Architect's or Contractors representative. TECHNICIAN: R. BURTSELL REPORT OF CONCRETE COMPRESSION TEST COMPRESSION TEST RESULTS ASTM C39 -96 TOTAL LOAD (LBS.) 98500 124000 127000 Cylinders picked up by PSI X Cylinders made by PSI representative. X representative. REVISION #1 OUR REPORT NO.: 337 80080 -120 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER DIAMETER (IN.) Cylinders delivered to PSI laboratory. cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL CYLINDER AREA (SQ. IN.) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC PROJECT: G K LAUNDRY PROCESSING COMPRESSIVE STRENGTH (PSI) 3480 4390 4490 4000 LATTIMORE 7065725 42 Cone Cone Cone Tes results comply with applicable X specifications. Test results do not comply with applicable specifications. TYPE OF BREAK Professional Service Industries. Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942 Respectfully submitted, Professional Service Industries, Inc. TESTED FOR: r""S71 Information r II.To Build On Engineering Consulting Testing ALAN GRIMES ROGERS O'BRIEN CONSTRUCTION 11145 MORRISON LANE DALLAS, TX 75229 DATE: February 23, 1999 REPORT OF CONCRETE COMPRESSION TEST FIELD DATA: LOCATION OF PLACEMENT PAVING, SOUTH, GRID LINE 4 TO 10 5' EAST 5' NORTH FROM GRID LINE 4 DATE PLACED TIME SLUMP, IN. AIR CONTENT, AIR TEMPERATURE, °F CONCRETE TEMPERATURE, DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY February 16, 1999 03:25 am 4 3/4 5.3 54 °F 59 February 17, 1999 PSI \R. BURTSELL LATTIMORE NOTE: APPLICABLE ASTM STANDARD S.UNLESS OTHERWISE_ INDICATED. SLUMP G148 -99a AIR CONTENT: C21h97 —SEMPERATURE. C140488(991_GAPPING_Cl271 COMPRESSION TEST RESULTS ASTM C39 -96 SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO 226 226 226 226 SPECIFICATIONS REMARKS: PSI A -200 -4 (5)F A B C D TEST AGE DATE OF (DAYS) TEST 7 02/23/99 28 03/16/99 28 03/16/99 H HOLD 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TECHNICIAN: R. BURTSELL TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 100500 130000 128000 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. cc: (1) ROGERS O'BRIEN (1) HALFF ASSOCIATES, INC. (1) CITY OF COPPELL Attn:GARRETH CAMPBELL PROJECT: G K LAUNDRY PROCESSING REVISION #1 OUR REPORT NO.: 337 80080 121 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE CYLINDER AREA (SQ. IN.) 6.00 28.27 6.00 28.27 6.00 28.27 6.00 28.27 THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. COMPRESSIVE STRENGTH (PSI) 3560 4600 4530 4000 LATTIMORE 7065705 42 Cone Cone Cone Tes results comply with applicable X specifications. Test results do not comply with applicable specifications. TYPE OF BREAK Professional Service Industries, Inc. 2556 Gravel Drive Fort Worth, TX 76118 Phone 817/284 -3783 Fax 817/284 -8942 Respectfully submitted, Professional Service Industries, Inc.