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Northlake College-LR080124 K l E I N F E l D E R 2211 Century Center Blvd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 1 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 130' W x 40' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA, IN.2 TYPE LOAD, LBS STRENGTH, PSI 127092A 7 12/26/07 1/2/08 4.00 12.57 1 67,700 5,390 127092B 28 12/26/07 1/23/08 4.00 12.57 3 87,060 6,930 127092C 28 12/26/07 1/23/08 4.00 12.57 3 88,630 7,050 1270920 HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,990 MIX DESIGN: DOOOOOO07772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEIN FELDER: I ACTUAL SPECIFIED 1 TRUCK NO. : 39 SLUMP: 6.0 TICKET NO. : 1166747 AIR TEMP. : 43 ACCUMULATED YDS : 50 of 450 MIX TEMP. : 71 TIME CAST: 8:12 AM AIR CONTENT: N/A TIME IN TRUCK: 57 min WATER ADDED (gal) : 0 WEATHER: Rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with unbonded caps). I'. -. . - - . nn;n'".-i NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. . Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Unbonded caps utilized in accordance with ASTM C1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143; Unit Weight ASTM C13B; Air Content ASTM C173/ C231; Temperature ASTM C1064 Reports to: Starling Richardson Const.; AUn: Eric Stanaland (eps@starlingrichardson.com) KLEIN FELDER Starling Richardson Const.; AUn: Andy Munoz (amunoz@starlingrichardson.com) /1-~ DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu) DCCCD Bond Office; AUn: James Williams Qames.williams@dcccd.edu) DCCCD Bond Office; AUn: Mike Daniels (mike.daniels@dcccd.edu) C~JOel Peters, P. E. Jacobs; AUn: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; AUn: Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; AUn: Larry Davis 1- City ofCoppell; AUn: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety. K l E I N F E l D E R 2211 Century Center Blvd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 2 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 110' W x 30' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA, IN.2 TYPE LOAD,LBS STRENGTH, PSI 127093A 7 12/26/07 1/2/08 4.00 12.57 3 67,460 5,370 127093B 28 12/26/07 1/23/08 4.00 12.57 5 88,100 7,010 127093C 28 12/26/07 1/23/08 4.00 12.57 3 87,720 6,980 1270930 HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,995 MIX DESIGN: DOOOOOOO7772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEIN FELDER: I ACTUAL SPECIFIED TRUCK NO. : 103 SLUMP: 6.25 TICKET NO. : 1166751 AIR TEMP.: 43 ACCUMULATED YDS : 90 of 450 MIX TEMP.: 69 TIME CAST: 8:33 AM AIR CONTENT: N/A TIME IN TRUCK: 58min WATER ADDED (gal) : 0 WEATHER: Rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no craCking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with un bonded caps). 6 . nn;nt.,rl NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. . Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Un bonded caps utilized in accordance with ASTM C 1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C 172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C 143; Unit Weight ASTM C138; Air Content ASTM C173/ C231; Temperature ASTM C1064 Reports to: Starling Richardson Const.; Altn: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER Starling Richardson Const.; Altn: Andy Munoz (amunoz@starlingrichardson.com) /LXk DCCCD Bond Office; Altn: Brenda Spinelli (brenda.spinelli@dcccd.edu) DCCCD Bond Office; Altn: James Williams Games.williams@dcccd.edu) DCCCD Bond Office; Altn: Mike Daniels (mike.daniels@dcccd.edu) C~rJOel Peters, P.E. Jacobs; Altn: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; Altn: Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; Altn: Larry Davis 1- City of Coppell; Altn: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested andlor inspected. They are not intended to be indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety. K L E I N F E L D E R 2211 CenturyCenter8Ivd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 3 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 90' W x 60' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA.IN.2 TYPE LOAD, LBS STRENGTH, PSI 127094A 7 12/26/07 1/2/08 4.00 12.57 1 62,900 5,010 1270948 28 12/26/07 1/23/08 4.00 12.57 2 82,070 6,530 127094C 28 12/26/07 1/23/08 4.00 12.57 3 83,160 6,620 127094D HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,575 MIX DESIGN: 000000007772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEINFELDER: I ACTUAL SPECIFIED TRUCK NO. : 905 SLUMP: 3.0 TICKET NO. : 1166757 AIR TEMP.: 43 ACCUMULATED YDS : 150 of 450 MIX TEMP.: 69 TIME CAST: 8:51 AM AIR CONTENT: N/A TIME IN TRUCK: 33min WATER ADDED (gal): 5 WEATHER: Cloudy with rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with unbonded caps). 6 . nnint..ri NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. . Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Unbonded caps utilized in accordance with ASTM C 1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143; Unit Weight ASTM C138; Air Content ASTM C173 / C231; Temperature ASTM C1064 Reports to: Starling Richardson Const.; Attn: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER Starling Richardson Const.; Attn: Andy Munoz (amunoz@starlingrichardson.com) /L ~*- DCCCD Bond Office; Attn: Brenda Spinelli (brenda.spinelli@dcccd.edu) DCCCD Bond Office; Attn: James Williams (james.williams@dcccd.edu) DCCCD Bond Office; Attn: Mike Daniels (mike.daniels@dcccd.edu) c:;r-~JOel Peters, P.E. Jacobs; Attn: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; Attn: Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; Attn: Larry Davis 1- City of Coppell; Attn: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be indicative of the qualities of apparently identicai products. The use of our name must receiva prior written approval. Raports must be reproduced in their entirety. K l E I N F E l D E R 2211 Century Center Blvd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 4 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 60' W X 80' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA.IN.2 TYPE LOAD, LBS STRENGTH, PSI 127095A 7 12/26/07 1/2/08 4.00 12.57 1 58,960 4,690 127095B 28 12/26/07 1/23/08 4.00 12.57 3 76,950 6,120 127095C 28 12/26/07 1/23/08 4.00 12.57 3 76,480 6,090 1270950 HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,105 MIX DESIGN: 000000007772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEINFELDER: I ACTUAL SPECIFIED I TRUCK NO. : 1097 SLUMP: 5.5 TICKET NO. : 1166764 AIR TEMP. : 45 ACCUMULATED YDS : 200 of 450 MIX TEMP. : 74 TIME CAST: 9:37 AM AIR CONTENT: N/A TIME IN TRUCK: 33min WATER ADDED (gal) : 0 WEATHER: Cloudy with rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends. less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with un bonded caps). F; . . 5 hlll..nd . cainled NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. . Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Unbonded caps utilized in accordance with ASTM C1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143; Unit Weight ASTM C138; Air Content ASTM C173/ C231; Temperature ASTM C1064 Reports to: Starling Richardson Const.; AUn: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER Starling Richardson Const.; AUn: Andy Munoz (amunoz@starlingrichardson.com) ~~ DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu) DCCCD Bond Office; AUn: James Williams (james.williams@dcccd.edu) DCCCD Bond Office; Alln: Mike Daniels (mike.daniels@dcccd.edu) c::;/ 4..- Joel Peters, P.E. Jacobs; Alln: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; Alln; Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; AUn: Larry Davis 1- City of Coppell; Alln: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samplas tested and/or inspected. They are not intended to be Indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety. K L E I N F E L D E R 2211 Century Center Blvd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 5 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 20' W x 35' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA IN.2 TYPE LOAD, LBS STRENGTH, PSI 127096A 7 12/26/07 1/2/08 4.00 12.57 1 62,810 5,000 127096B 28 12/26/07 1/23/08 4.00 12.57 2 78,250 6,230 127096C 28 12/26/07 1/23/08 4.00 12.57 4 78,890 6,280 1270960 HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,255 MIX DESIGN: DOOOOOOO7772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEIN FELDER: ACTUAL I SPECIFIED I TRUCK NO. : 39 SLUMP: 5.75 TICKET NO. : 1166771 AIR TEMP. : 45 ACCUMULATED YDS : 250 of 450 MIX TEMP. : 72 TIME CAST: 10:12 AM AIR CONTENT: N/A TIME IN TRUCK: 27min WATER ADDED (gal) : 5 WEATHER: Rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end. vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with unbonded caps). 6 . . NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. , Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Unbonded caps utilized in accordance with ASTM C 1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143; Unit Weight ASTM C13B; Air Content ASTM C173/ C231; Temperature ASTM C1064 Reports to: Starling Richardson Const.; Alln: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER Starling Richardson Const.; Alln: Andy Munoz (amunoz@starlingrichardson.com) /2~ DCCCD Bond Office; Alln: Brenda Spinelli (brenda.spinelli@dcccd.edu) DCCCD Bond Office; Alln: James Williams Oames.williams@dcccd.edu) DCCCD Bond Office; Alln: Mike Daniels (mike.daniels@dcccd.edu) ~ -h,....Joel Peters, P.E. Jacobs; Alln: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; Alln: Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; Alln: Larry Davis 1- City of Coppell; Alln: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested andlor inspected. They are not intended to be indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety. K L E I N F E L D E R 2211 Century Center Blvd., Suite 101, Irving, Texas 75062 972-870-0808 Metro 972-953-0398 Fax 972-870-0802 4x8 CONCRETE CYLINDER COMPRESSIVE STRENGTH REPORT TO: Dallas County Community College Dist. PROJECT: North Lake College, N Campus 1505 South Lamar, Suite 1015 W Sandy Lake Road @ SH 121 Dallas, Texas 75215 PROJECT NO: 87015 REPORT DATE: 1/24/2008 TECHNICIAN: J. Mayo REPORT NO: 127092 Page 6 of 6 CONCRETE FOR: Slab on grade, SE corner of Area A 80' W X 50' N CYLINDER AGE DATE DATE AVG. CYLINDER CYLINDER FRACTURE TOTAL COMPRESSIVE MARK DAYS CAST TESTED DIAMETER, IN. AREA,IN.2 TYPE LOAD,LBS STRENGTH, PSI 127097A 7 12/26/07 1/2/08 4.00 12.57 1 63,280 5,040 127097B 28 12/26/07 1/23/08 4.00 12.57 3 84,860 6,750 127097C 28 12/26/07 1/23/08 4.00 12.57 2 83,800 6,670 1270970 HOLD 12/26/07 HOLD SUPPLIER: Southern Star AVERAGE 28 DAY STRENGTH: 6,710 MIX DESIGN: 000000007772 28 DAY STRENGTH REQUIREMENT: 4,000 ADDITIONAL INFORMATION IF MADE BY KLEINFELDER: ACTUAL SPECIFIED I TRUCK NO. : 1020 SLUMP: 5.5 TICKET NO. : 1166779 AIR TEMP. : 40 ACCUMULATED YDS: 290 of 450 MIX TEMP. : 70 TIME CAST: 10:59 AM AIR CONTENT: N/A TIME IN TRUCK: 33min WATER ADDED (gal) : 0 WEATHER: Rain UNIT WEIGHT: N/A : FRACTURE TYPES: 1 Reasonably well-formed cones on both ends, less than 1 in. (25 mm) of cracking through caps. 2 Well-formed cone on one end, vertical cracks running through caps, no well-defined cone on other end. 3 Columnar vertical cracking through both ends, no well-formed cones. 4 Diagonal fracture with no cracking through ends; tap with hammer to distinguish from Type 1. 5 Side fractures at top or bottom (occur commonly with unbonded caps). R 5 hilt ..nrl NOTES: . Compressive strengths determined in accordance with ASTM C39. . Cross-sectional area, diameter and length are standard unless otherwise noted. . Portions of the information contained in this report have been furnished by others. . Cylinders cured in laboratory in accordance with ASTM C31 unless otherwise noted. . Unbonded caps utilized in accordance with ASTM C1231 unless otherwise noted. Because of the violent release of energy stored in pads, the broken cylinder rarely exhibits conical fracture typical of capped cylinders and the sketches of types of fracture in Test Method C39 are not descriptive. . Samples taken in accordance with ASTM C172 where practicable. . When applicable, the following test procedures were used: Slump ASTM C143; Unit WeightASTM C138; Air ContentASTM C173/ C231; TemperatureASTM C1064 Reports to: Starling Richardson Const.; AUn: Eric Stanaland (eps@starlingrichardson.com) KLEINFELDER Starling Richardson Const.; AUn: Andy Munoz (amunoz@starlingrichardson.com) X DCCCD Bond Office; AUn: Brenda Spinelli (brenda.spinelli@dcccd.edu) /2 DCCCD Bond Office; AUn: James Williams Qames.williams@dcccd.edu) DCCCD Bond Office; AUn: Mike Daniels (mike.daniels@dcccd.edu) ~~JOel Peters, P.E. Jacobs; AUn: Andrea Stogner (Andrea.stogner@jacobs.com) Jacobs; AUn: Jennifer Blount (Jennifer.blount@jacobs.com) 1- City of Coppell; AUn: Larry Davis 1- City of Coppell; AUn: Lee Stone The results shown on this report are for the exclusive use of the client for whom they were obtained and apply only to the samples tested and/or inspected. They are not intended to be indicative of the qualities of apparently identical products. The use of our name must receive prior written approval. Reports must be reproduced in their entirety.