Town Center L1B3-LR 980818 Information
.To Build On
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: August 18, 1998 OUR REPORT NO.: 341- 80053-18
......................... ' .... _--__-- .... ~i_--__:21~__ . - ...... _-?i.i-i:~'-.~_3"------:L-i~-TT--.--_?7i-i---~i_~.'i-__--- 2-- . ": . ...............................
FIELD DATA:
LOCATION OF PLACEMENT GRADE BEAMS
GRADE BEAMS E.5 to E.0 THEN E.0 TO 1.0, AND E.0 TO 10 A_ND E.5 TO 10.
DATE PLACED August 10, 1998 SUPPLIER REDI-MIX
TIME 12: 00 pm DELIVERY TICKET NO./TRUCK NO. 19788
SLUMP, IN. 5 MiX NUMBER AND PROPORTIONS 718
AIR CONTENT, % - - - CEMENT 4.5
AIR TEMPERATURE, °F 103 WATER
CONCRETE TEMPERATURE, °F 95 FINE AGGREGATE
DATE RECEIVED IN LAB August 11, 1998 COARSE AGGREGATE
FIELD DATA SUBMITTED BY PS I\JERRY RENFRO ADMIXTURE
MIX DATA SUBMITTED BY REDI -MIX
NOTE: APP_LIC~BLE A, STM ~i~ANO,%ROS.UNLE$$ OTHERWISE INDIC~_TEOLSLUMP: C143-~m: AIR CONTENT: C231-91b: I~EMPERATURE' Cli964-M(93): CAPF~ING: Ct2$1:g3 .
COMPRESSION TEST RESULTS
ASTM C39-94
SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE
LABORATORY IDENTIFICATIONAGE DATE OF tOAD DIAMETER AREA STRENGTH
NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN ) (PSI) TYPE OF BREAK
......................................................
346 A 7 08/17/98 84000 6.00 28.27 2970 Cone
346 B 28 09/07/98
346 C 28 09/07/98
346 D H HOLD
SPECIFICATIONS i ! ' -'
{ 28I 3000 ,
Cylinder~ picked up by PSI Test results comply with applicable
REMARKS: X__ Cylinders made by PSI representative. X. representative, specifications
Cylinders mede by Archilect's or Teal resulls do not comply with
Contractor's relwesentative. Cylinders delivered to PSI laboratory applicable specifications.
TECHNICIAN: JERRY RENFRO Respectfully submitted,
Professional Sew/ce Industries, Inc.
THESE TEST RESULTS APPLY ONLy TO THE S~ECIFIC SAMPLES TESTED AND MAY NOT BE INOICATI~ OF THE ENTIRE CONCRETE PtACEMENT.
REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WlTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC.
PSI A-200.4 (4)F
Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612
Construction
REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH Di~JuLAS PARKWAY
DALLA~, TX 75248
REVISION #1
DATE: August 18, 1998 OUR REPORT NO.: 341-80053-18
FIELD DATA:
LOCATION OF PLACEMENT G[~;~:)E BEAMS
GP.J~LD;. BF_,NVlS ;..5 to E.0 TH;..N R.0 TO 1.0, ]~TD E.0 TO 10 ~ P..5 TO :].0.
DATE PLACED August 10, 1998 SUPPLIER REDI-MIX
TIME 12: 00 pm DELIVERY TICKET NO./TRUCK NO. 19788
SLUMP, IN. 5 MIX NUMBER AND PROPORTIONS 718
AIR CONTENT, % - - - CEMENT 4.5
AIR TEMPERATURE, ° F 103 WATER - - -
CONCRETE TEMPERATURE, °F 95 FINE AGGREGATE - - -
DATE RECEIVED IN LAB August . 11, 1998 COARSE AGGREGATE - - -
FIELD DATA SUBMrI-I'ED BY PS I \ JERRY RENFRO ADMIXTURE - - -
MIX DATA SUBMrI-I'ED BY REDI-MIX
COMPRESSION TEST RESULTS
AS~M C39-94
SPECIMEN · TEST i TOTAL CYLINDER CYLINDER COMPRESSIVE
LABORATORY IDENTIFICATIONi AGE · DATE OF LOAD DIAMETER AREA STRENGTH
NUMBER OR SET NO. =(DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK
346 A ~ 7 08/17/98 84000 6.00 28.27 2970 Cone
346 B i 28 09/07/98 97000 5.92 27.53 3520 Cone
346 C , 28 09/07/98 99000 5.92 27.53 3600 Cone
3 4 6 D { H HOLD
SPECIFICATIONS ~
~ 28 i 3000
Cylindem picked up by PSI Test results comply with applicable
REMARKS: X Cylinders made by PSI representative.X reflresenlaliva. X specifications.
Cylinders made by Archilecrs m' Tesl results do not comply with
Contractor's representative. ._ Cylindem delivered lo PSI laboraloqt, applicable specifications.
TECHNICIAN: JERRY RENFRO Respectfully submitted,
Professional Service Industries, Inc.
THESE TEST RESLJt. T$ APPt. Y O~N'L Y TO THE SPECIFIC ~S TESTED ANO MAY NOT BE INOICATIV~ OF THE ENTIRE C(~ICRE1E PLACEMENT.
REPORTS MAY NOT BE REPROOUCED. EXCEPT IN FULL. WITHOUT ~SI~tTTEN PERMIBEION BY PROFE881ONAL SERVICE INDUSTRIES, INC.
Information To Build On
PSI A-200-4 (4)F
PSI · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/333-2853
Information
.To BuiM On
REPORT OF FIELD COMPACTION TESTS
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
LEE LEWIS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
DATE: August lB, 1998 OURREPORTNO.: 341-80053-19
TEST DATA: (2) SANDY BROWN GRAY AND TAN CLAY OPT. MOIST. = 14.0%
i ................. ; MAXIMUM ! ................. ! - COMMENTS'
TEST I TEST SOIL ID LAB DRY 'k ~VATER WET DRY PERCENT
COMPACTION
. N_0 ......... O~_P. TH ....... E~EV__AT_!_ON__ .... _N_U_M~_ER j._ _D.E_~_S._F~.___._ C_0_~E_N.~ .... pEN~/T~ ..... D._ENS!_T~.. Spec. 95% Min
1 ' 6" 1ST LIFT 2 · 113.5 11.9 I 122.4 109.4 96.4 1 - A
............. i ............................. !, ................ T ................................................. .; .............
2 i 6" 2ND LIFT 2 ! 113.5 ! 12.4 122.5 109.0 i 96.0 1 - A
i ' I
: .................. ~- ......................... t ...........-;-- .............................................. ~ ............... ' ...............
I . .. ! ................. ; ...... ~ ............. / ......... { ............... {
~ : I
TEST LOCATION:
I
1 i STORM DRAIN AT MAIN TIE IN ADJACENT TO BUILDING
2
NOTES: TESTS PERFORMED PER ASTM D2922-91 & ASTM D3017-88(93) *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS
,D.,E.N.S.I,.TI.ES~.S,_H_O.._WN.'._Lbs..~er cubic foot 2. BACKFILL B. PERCENT COMPACTION DOES NOT COMPLY
~vv~w;t2~.,%,~.u~.~_~ j ~?_,e_n~.,n[.of dry weighl, , 3. BASE COURSE WITH SPECIFICATIONS
r',-r;c,,-M. %,UMr'~UHUN: uasee on rrmxlmum ary 4. SUBBASE C. RETEST OF PREVIOUS TEST
dens~ obtained on sample indicated by 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS
soil ID numoer. 6. OTHER E. MOISTURE BELOW SPECIFICATIONS
* (2) ASTM D698
TEST INSTRUMENT: STANDARD COUNT M: O:
REMARKS: PSI did not monitor the material placement. ADJUSTMENT DATA M: D:
Respectfully submitted,
TECIqNICIA_N: JERRY RENFRO Professional Service Industries, Inc.
THESE TEST RE~U~.T8 A~PLY ONLY TO TIlE ~PECIFIC LOCATIO~I~ NOTED AND MAy NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS
REPORTS MAy NOT BE REPROOUCED, EXCEPT IN FULL. W1THOUT WRITTEN PERMISSION BY PROFESSIONAL 5ERVtCE INDUSTRIES, INC.
PS1 A.100-2 ~},': Professional Service Industries, Inc. · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9211 · Fax 214/263-2612