Loading...
Coppell Cross 1P-LR 980625ALPHA TESTING, INC. 2209 Wisconsin St. ~~~, Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXA5 PROJECT: COPPELL CROSSING COPFELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: OUR REPORT NO.: JUNE 25, 1998 97332-30 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING : 30' WEST & BUILDING,SLAB B DATE PLACED Ob/25/98 TIME ~4 ; 50 SLUMP (ASTM C-143) 7 rj AIR CONTENT (ASTM C-231 ^ OR C-173 2 , ~ AIR TEMPERATURE $ Q CONCRETE TEMPERATURE 8 ~ DATE RECEIVED O 6/ 2 b/ 9 8 FIELD DATA SUBMITTED BY D , g , MIX DATA SUBMITTED BY LATTIMOR~ SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617.~6R C-1231 ^ COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12") (ASTM C-39) 30' SOUTH OIL NW CORNER OF PLANT DELIVER TICKET NO MIX PROPORTIONS (SSD) CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 93 LAB 07/02/98 7 79,267 28.27 2,800 94 LAB 07/23/98 28 28.27 95 LAB 07/23/98 28 28.27 96 LAB HOLD H 28.27 I i Specifications 2 8~ 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT rnnnoi innrn_rnninao.o~ 7 7053495 N/A N/A N/A N/A N/A N/A REMARKS ylinders made by ALPHA representative. ^ Cylinders made by Architect's or Cont actor's representative. ylinders picked up by ALPHA laboratory. ^ Cylinders delivered to ALPHA laboratory. ^ Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. ['. Respectfully Submitted ALPHA TESTING, INC. PAT STETTNER ALPHA TESTING, INC. 2209 Wisconsin St. ~~~, Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXAS PROJECT: COPPELL CROSSING COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: JUNE 25, 1998 OUR REPORT NO. FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING: 30' EAST & BUILDING,SLAB H DATE PLACED 06/25/98 TIME 06 ~ 25 SLUMP (ASTM C-143) AIR CONTENT (ASTM C-231 ^ OR C-173 2, 7 5 AIR TEMPERATURE $Q CONCRETE TEMPERATURE 8 3 DATE RECEIVED 06/26/98 FIELD DATA SUBMITTED BY D , H , MIX DATA SUBMITTED BY LATTIMOR~ SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 ~ R C-1231 ^ 97332-31 10' NORTH OF NE CORNER OF PLANT 7 DELIVER TICKET NO 7053504 MIX PROPORTIONS (SSD) N/A CEMENT NIA WATER NJA FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE t"s" X 12") (ASTM C-39) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 97 LAB 07/02/98 7 78,740 28.27 2,780 98 LAB 07/23/98 28 28.27 99 LAB 07/23/98 28 28.27 100 I LAB HOLD H 28.27 Specifications 2 8 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT REMARKS Cylinders made by ALPHA representative. ^ Cylinders made by Architect's or Contractor's representative. Cylinders picked up by ALPHA laboratory. ^ Cytinders delivered to ALPHA laboratory. ^ Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. Respectfully Submitted ALPHA TESTING, INC. PAT STETTNER ALPHA TESTING, INC. TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXAS_ 2209 Wisconsin St. ~~~ Suite 100 Dallas, Texas 75229 (214) 620-8911 PROJECT: COPPELL CROSSING COPPELL, TEXA5 REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE OUR REPORT NO. JUNE 25, 1998 97332-32 FIELD DATA LOCATION OF CONCRETE PLACEMENT PAVING : 9 0' EAST & BUILDING, SLAB B DATE PLACED 06/25/98 TIME 07 ; 45 SLUMP (ASTM C-143) AIR CONTENT (ASTM C-231 ^ OR C-173 AIR TEMPERATURE $2 CONCRETE TEMPERATURE $3 DATE RECEIVED 06 / 2 6 / 9 $ FIELD DATA SUBMITTED BY D ~ H MIX DATA SUBMITTED BY LATTIMO~ SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 [ oR C-1231 ^ 15' NORTH QF NE CORNER OF PLANT { DELIVER TICKET NO 6 0 7 4 7 0 6 MIX PROPORTIONS (SSD) j+i/ j~ CEMENT N!A WATER N /A FINE AGGREGATE j~/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 101 LAB 07/02/98 7 79,856 28.27 2,830 102 LAB 07/23/98 28 28.27 103 LAB 07/23/98 28 28.27 104 i LAB HOLD H 28.27 Specifications 2 8 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT REMARKS Cylinders made by ALPHA representative. ^ Cylinders made by Architect's or Contractors representative. Cylinders picked up by ALPHA laboratory. ^ Cylinders delivered to ALPHA laboratory. ^ Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. Respectfully Submitted - ALPHA TESTING, INC. PAT STETTNER ALPHA TESTING, INC. 2209 Wisconsin St. ~~~ Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXAS PROJECT: COPPELL CROSSING COPPGLL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE OUR REPORT NO. FIELD DATA JUNE 2S, 199$ 97332-32 LOCATION OF CONCRETE PLACEMENT PAV~~NG: 90' EAST & 15' NORTH OF NE CORNER OF BUII.~~~ia, SLAB B DATE PLACED p G ~' 2 5/ 9 8 PLANT 6 TIME 07:45 DELIVER TICKET NO 6074706 SLUMP (ASTM C-143) MIX PROPORTIONS (SSD) N/A AIR CONTENT (ASTM C-231 ^ OR C-173 ^ ~ 3 * CEMENT N/A AIR TEMPERATURE $2 WATER N/A CONCRETE TEMPERATURE $ 3 FINE AGGREGATE N/A DATE RECEIVED 0 6! 2 6/ 9 8 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY j) . H . ADMIXTURE N/A MIX DATA SUBMITTED BY LATTIMORF~ SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617 R 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 101 LAB 07/02/98 7 79,856 28.27 2,830 302 LAB 07/23/98 28 94,147 28.27 3,330 103 LAB 07/23/98 28 ~ 94,054 28.27 3,330 104 LAB HOLD H 28.27 Specifications 2 8 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT COMPUDATA-CGO7 083-34 REMARKS ylinders made by ALPHA representative. ^ Cylinders made by Architect's or Contractors representative. ~ylinders picked up by ALPHA Labbooratory. ^ Cylinders delivered to ALPHA la/boratory. Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. ectfulty d AL A TE T ,INC. P T STETTNER ALPHA TESTING, INC. 2209 Wisconsin St. ~~~ Suite 100 Dallas, Texas 75229 (214) 620-8911 TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXAS PROJECT: COPPELL CROSSING COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE OUR REPORT NO FIELD DATA JUNE 25, 1998 97332-31 LOCATION OF CONCRETE PLACEMENT PAVINGt 30' EAST & 10' NORTH OF NE CORNER OF B~1Y~I~?ING, SLAB B DATE PLACED D 6 I2 5I 9 8 PLANT 7 TIME Q6 ; 25 DELIVER TICKET NO 7053504 SLUMP (ASTM C-143) rj MIX PROPORTIONS (SSD) NIA AIR CONTENT (ASTM C-231 ^ OR C-173 ^) 2 . 7 5 * CEMENT N/A AIR TEMPERATURE 8 Q WATER N/A CONCRETE TEMPERATURE 8 3 FINE AGGREGATE N/A DATE RECEIVED O b/ 2 6/ 9 8 COARSE AGGREGATE N/A FIELD DATA SUBMITTED BY D . H . ADMIXTURE N/A MIX DATA SUBMITTED BY LATTIMORF~- SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~6R 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 97 LAB 07/02/98 7 78,740 28.27 2,780 98 LAB 07/23!98 28 94,770 28.27 3,350 99 LAB 07/23/98 28 87,842 28.27 3,110 100 LAB HOLD i H 28.27 Spec'rfications 2$ 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTENT COM PU DATA-CG010t33-34 REMARKS ylinders made by ALPHA representative. ^ Cylinders made by Architect's ,,~~ o//r Contractor's representative. dd'cylinders picked up by ALPHA labbboratory. ^ tinders delivered to ALPHA la~ratory. L~1 Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. espectfully A AT STETTNER ALPHA TESTING, INC. TESTED FOR: MAVEX COPPELL CROSSING, LTD. LEWISVILLE, TEXAS 2209 Wisconsin St. ~j,, suite 100 Dallas, Texas 75229 (214) 620-8911 PROJECT COPPELL CROSSING COPPELL, TEXAS REPORT OF CONCRETE COMPRESSION TEST DATE OF ISSUE: OUR REPORT NO. JUNE 25, 1998 97332-30 FIELD DATA LOCATION OF CONCRETE PLACEMENT P~i1-V~,~ta: 30' WEST & SU~~~iG, SLAB B DATE PLACED 0 ~t / ~~5 / g $ TIME 04 : t$0 SLUMP (ASTM C-143) 7 5 AIR CONTENT (ASTM C-231 ^ OR C-173 2 . 5* AIR TEMPERATURE S O CONCRETE TEMPERATURE 80 DATE RECEIVED 06 / 2 6 / 9 8 FIELD DATA SUBMITTED BY D . H . MIX DATA SUBMITTED BY LATTIMQRfY SPECIMENS CAPPED IN ACCORDANCE WITH ASTM C-617~OR C-1231 ^ 30' SOUTH OF NW CORNER OF PLANT 7 DELIVER TICKET NO 7053495 MIX PROPORTIONS (SSD) N/A CEMENT N/A WATER N/A FINE AGGREGATE N/A COARSE AGGREGATE N/A ADMIXTURE N/A COMPRESSION TEST RESULTS (NOMINAL CYLINDER SIZE 6" X 12") (ASTM C~9) LAB NO. TYPE CURING DATE TESTED AGE DAYS TOTAL LOAD AREA COMPRESSIVE STRENGTH, PSI 93 LAB 07/02/98 7 79,267 28.27 2,800 94 LAB 07/23/98 28 102,455 28.27 3,650 95 LAB 07/23/98 28 89,094 2$.27 3,150 96 LAB HOLD H 28.27 Specifications 2$ 3, 0 0 0 * CONTRACTOR INFORMED OF LOW AIR CONTEND REMARKS ylinders made by ALPHA representative. ^ Cylinders made by Architect's or Contractor's representative. ytinders picked up by ALPHA laboratory. ^ Cytinders delivered to ALPHA laboratory. IQ Compressions test results comply with applicable specifications. ^ Compression test results do not comply with applicable specifications. *s ctf Ily 1~~1 , I AT STETTNER COM PU DATA-C G 01083-34