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Stoneleigh P1-LR 980408A ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: FIRST WORTHING COMPANY DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: OUR REPORT NO.: APRIL 8, 1998 97060 -118 FIELD DATA PAVING; 75' NORTH & 20' EAST OF NE CORNER OF LOCATION OF CONCRETE PLACEMENT CLUB HOUSE 0 3 / 9 8 TYPE CURING DATE TESTED DATE PLACED 13 / 0 PLANT 12855 TIME 4 DELIVER TICKET NO LAB SLUMP (ASTM C -143) 5 * AIR CONTENT C ❑ OR C � . MIX PROPORTIONS (SSD) CEMENT N/A (ASTM -231 -173 73 3,390 N/A AIR TEMPERATURE WATER 28 CONCRETE TEMPERATURE 70 FINE AGGREGATE N/A DATE RECEIVED 04/09/98 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY D. H. ADMIXTURE N/A MIX DATA SUBMITTED BY RED I - M I X 136 LAB SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 U.eg C -1231 ❑ H COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 133 LAB 04/15/98 7 95,914 28.27 3,390 134 LAB 05/06/98 28 106,726 28.27 3,780 135 LAB 05/06/98 28 111,585 28.27 3,950 136 LAB HOLD H 28.27 Specifications 28 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT REMARKS Minders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. Er-Cylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA l aboratory. L3' Compression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. El Respectfully Submitted TESTI ER ALPHA TESTING, INC. 2209 Wisconsin St. I� AxllSuite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: FIRST WORTHING COMPANY DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: OUR REPORT NO.: APRIL 8, 1998 97060 -117 FIELD DATA PAVING: 25' NORTH & 15' WEST OF NE CORNER OF LOCATION OF CONCRETE PLACEMENT CLUB HOUSE COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. TYPE CURING DATE TESTED 1 DATE PLACED 0 2 / 0 0 PLANT 129 TIME 4.5 DELIVER TICKET NO N/A SLUMP (ASTM C -143) 7 5 * MIX PROPORTIONS (SSD) N/A AIR CONTENT (ASTM C -231 ❑ OR C -173 Er� 70 CEMENT N/A AIR TEMPERATURE CONCRETE TEMPERATURE 70 WATER FINE AGGREGATE N/A DATE RECEIVED 04/09/98 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY D. H. ADMIXTURE N/A MIX DATA SUBMITTED BY REDI -MIX Specifications 28 SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 Q,40 if C -1231 ❑ COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 129 LAB 04/15/98 7 91,098 28.27 3,240 130 LAB 05/06/98 28 122,421 28.27 4,330 131 LAB 05/06/98 28 117,39C 28.27 4,150 132 LAB HOLD H 28.27 Specifications 28 3, 000 * CONTRACTOR INFORMED OF LOW AIR CONTENT REMARKS 8 Cylinders made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. ❑ ylinders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA laboratory. Impression test results comply with applicable specifications, ❑ Compression test results do not comply with applicable specifications. Mctfuily Submitted ALPHA TESTIN , N ER A ALPHA TESTING, INC. 2209 Wisconsin St. Suite 100 Dallas, Texas 75229 (214) 620 -8911 TESTED FOR: FIRST WORTHING COMPANY DALLAS, TEXAS PROJECT: STONELEIGH AT RIVERCHASE COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: OUR REPORT NO.: APRIL 8, 1998 97060 -116 FIELD DATA PAVING: 50' NORTH & 20' WEST OF NE CORNER OF LOCATION OF CONCRETE PLACEMENT BUI LD I14G 18 COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. 04/08/98 DATE PLACED 10 : 4 5 TIME 3.5 SLUMP (ASTM C -143) N/A AIR CONTENT (ASTM C -231 ❑ OR C -173 - -,,Z • 7 5 AIR TEMPERATURE 70 CONCRETE TEMPERATURE 72 DATE RECEIVED 04/09/98 FIELD DATA SUBMITTED BY D. H. MIX DATA SUBMITTED BY RED I – M I X SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C -617 ❑ OR C -1231 ❑ COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. 1 PLANT 12834 DELIVER TICKET NO N/A MIX PROPORTIONS (SSD) N/A CEMENT N/A WATER FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12 ") (ASTM C -39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 125 LAB 04/15/98 7 86,614 28.27 3,060 126 LAB 05/06/98 28 133,558 28.27 4,720 127 LAB 05/06/98 28 104,862 28.27 3,710 128 LAB HOLD H 28.27 Specifications 28 3, 000 * CONTRACTOR INFORMED OF LOW AIR CONTENT REMARKS C? made by ALPHA representative. ❑ Cylinders made by Architect's or Contractor's representative. Minders picked up by ALPHA laboratory. ❑ Cylinders delivered to ALPHA laboratory. Cwt ompression test results comply with applicable specifications. ❑ Compression test results do not comply with applicable specifications. n R� ctfully Submitted / ALPHA TEST IN ER IN 2209 Wisconsin St, Suite 100 ! Dallas, Avas 75229 (972) 620 -8911 FIELD INSPECTION OF CONCRETE Plwject Number a 7 D (o Date Of Placement y- 4" 4 S Client Name - 4- w e I Date Cyls Recd In Lab Pf ect Name 54owe I�e c, < < Concrete Supplier Q �� M��x 2 Technician Name N 1� �N�o tit Spec(ficatiions: Slump l Air �(* 96 _ Set # Concrete Supplier Dcket # Time Truck Disptch'd Time Cyl.L Molded Time Truck Unloaded Yds. Of Conc. Unit w (W) I Slump to R I P A it 916 94 3 4 q; 52 w 43 o 1 a 9, 2 2 12 94q I l ob Vl't00 11'.45 t 4"5 V.75 15. 16 0 L4. 5 I. Not{fied of any item out of Spec{frcation: Time Item (s) k 1 - Signature of Person NotVied.• X Z Set # Air Temp. Con c. Temp. Req'd Strength (7Y4. Molded placement Location of Test Sample - 70 3ooa ALPHA TESTING, INC. Daily Field Report 2209 Wisconsin, Suite 100 Dallas, Texas 75229 TESTED FOR rio-s = = rF ..j Co m DATE PROJECT NAME ALPHA RPT ali 0 WEATHER (Li TI l TEMP. RANGE 65 TO 70 TECHNICIAN h a o }k i r4 o = = = = == - - - = == NN - - - N N - == THE ALPHA TECHNICIAN TRAVELED TO THE ABOVE REFERENCED PROJECT AS REQUESTED TO MONITOR TYPE ONGOING WORK AND PERFORM FIELD TESTING AS REQUESTED. S.G. SUBGRADE FOR WAS OBSERVED TO VERIFY THAT AREA(s) HAD BEEN PREPARED IN GENERAL ACCORDANCE WITH [Geotechnical recommendations] [locally accepted standards]. MATERNAL. WHIILE ON SITE THE TECHNICIAN OBTAINED SOIL SAMPLE(S) FOR LABORATORY PICK -UP ANALYSIS. THE SAMPLES) [was]. [were] OBTAINED FROM THE FOLLOWING LOCATION(S): F D T A TOTAL OF _ FIELD DENSITY TESTS [was] [were] PERFORMED ON [fliq [select fill] [natural sgj [stabilized soils] [ImodiAed soils] [base materials] FOR AREA(S). [see attached repbd for results of fleld compaction testing] ' [site representative was informed that results would be available as soon as laboratory testing was complete] GRADATION WHILE ON SITE THE TECHNICIAN PERFORMED FIELD GRADATION(S) TEST(S) ON THE [Lime stabilized] [cement modified] MATERIALS. SEE ATTACHED REPORT FOR TEST RESULTS PRE -POUR THE TECHNICIAN OBSERVED THE PRE -POUR CONDITION OF THE TECW41CUW OBSERVED THE AREA(s) FOR PROPER [vapor barrier] [Grade beam size] [steel reinforcing] AND [post tension cable lay out]. ' [No deficiencies were noted during the observation] [The-following exceptions were noted]: CONCRETE THE TECHNICIAN MOLDED SET(S) OF est cylinder [flexural beams] [cubes] [prisims] FROM rate [mortar] [grout] PLACED F Q6 V t l ON THIS DATE. LAB TEST LABORATORY TEST RESULTS FOR ALL RELATED ITEMS REFERENCED ABOVE WILL FOLLOW ON A SEPERATE REPORT. WHO WAS INFORMED OF ALL OBSERVATIONS AND FIELD TEST RESULTS. CANCEL THE TECHNICIAN WAS INFORMED THAT NO TESTING WOULD BE REQUIRED FOR AS TYPE AT THE COMPLETION OF THE SCHEDULED TESTING THE TECHNICIAN RETURNED TO THE DALLAS OFFICE.