Town Center L1B3-LR 990121 REPORT OF CONCRETE COMPRESSION TEST
TESTED FOR: MIKE MORGAN PROJECT: COPPELL TOWN CENTER
L~ Ii'WiS CONSTRUCTION COPPEL, TX
16660 NORTH DALLAS PARKWAY
DALLAS, TX 75248
REVISION #1
DATE: January 21, 1999 OURREPORTNO.: 341-80053-59
FIELD DATA:
LOCATION OF PLACEMENT
FROM EXISTING ROADWAY BEGINNING OF LEFT TURN LANE, 30' SOUTH AND 5' EAST
DATE PLACED January 18, 1999 SUPPLIER REDI-MIX
TIME 09: 15 am DELIVERY TICKET NO./TRUCK NO. 17674
SLUMP, IN. 3 3/4 MIX NUMBERAND PROPORTIONS 910-9265
AIR CONTENT, % CEMENT - - -
AIR TEMPERATURE, OF 5 3 WATER - - -
CONCRETE TEMPERATURE, °F 58 FINE AGGREGATE - - -
DATE RECEIVED IN LAB January 1 9, 19 9 9 COARSE AGGREGATE - - -
FIELD DATA SUBMITTED BY PS I \ FORT WORTH ADMIXTURE - - -
MIX DATA SUBMITTED BY REDI -MIX
~,}OI'E: APPUCAm F ASTM GTANbAFiDI~ILE~ILO'THE81N~E ~01CATEQ;~LI,,/~_;.C 1 ~,t-J0~; AIR CQN]~:NTg_C2 31-91 b: TE~ -"E R&~t~EL~J~)6,1J=~I {~.C~P~JbLGi C 12,~1: ~ 3 ......................
COMPRESSION TEST RESULTS
ASTM C39..94
SPECIMEN TEST . TOTAL ; CYLINDER CYLINDER · COMPRESSIVE
LABORATORY IDENTIFICATION AGE DATE OF LOAD ! DIAMETER AREA ' STRENGTH
NUMBER OR SET NO. (DAYS) TEST (LBS.) ~ (IN) (SQ. IN.) ~ (PSI) TYPE OF BREAK
i i A 3 01/21/99 115000 6.00 28.27 . 4070 i Cone
2 i B 7 01/25/99 130000 6.00 28.27 ~ 4600 Cone
3 C 28 02/15/99 140000 6.00 28.27 :. 4950 Cone
4 I D H HOLD
SPECIFICATIONS
28 ' 4000 i
Cylindem picked up by PSI Test resulle comply with applicable
REMARKS: X__ Cylinders made by PSI repfesent~iv®. ~ representative. .__ specifications.
Cylindem made by Architect's or Test results do no{ comply with
__ Conff~ctm's representative. _._ Cylinders delivered to PSI laboratory. _ _ applicable speciflcalions.
TECHNICIAN: CHRIS WEBB Respectfully submitted,
Professional Service Industries, Inc.
THEat[ TEST RESULT8 APPLy ONLY TO THE SPECIFIC 8AMPLE8 TEBTEO AND MAy NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT.
REPOR'T8 MAy NOT BE REPRODUCED, EX~ IN FULL. V%lTHOUT %flRITTEN PERMISSION BY PROFESSIONAL BERVICE INDUSTRIES. INC.
pE;,-2oo-~ (4)F PSI · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9263 · Fax 214/333-2853
&B''' Con.truction
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: January 21, 1999 OUR REPORT NO.: 341-80053-59
FIELD DATA:
LOCATION OF PLACEMENT
FROM EXISTING ROADWAY BEGINNING OF LEFT TURN LANE, 30' SOUTH ~ 5' EAST
DATE PLACED January 1S, 1999 SUPPLIER REDI-MIX
TIME 09:15 am DELIVERY TICKET NO./TRUCK NO. 17674
SLUMP, IN. 3 3/4 MIX NUMBERAND PROPORTIONS 910- 9265
AIR CONTENT, % - - - CEMENT
AIR TEMPERATURE. ° F 53 WATER
CONCRETE TEMPERATURE, °F 58 FINE AGGREGATE
DATE RECEIVED IN LAB January 19, 1999 COARSE AGGREGATE
FIELD DATA SUBMI'I-I'ED BY PSI\FORT WORTH ADMIXTURE
MIX DATA SUBMITTED BY REDI -MIX
NOTE. APPLI.C~BLE ~$]:M.~T.AN~ARD$,I,~LE$S OTHERWISE INDIC.A_~D; ~LU..M~_L~ t~3:SOa; Al _R .CONTEN~:L C231.-9 lb; TEMPERATURE'_C:I0~4-8~(93); ~APpING- Ct231-93 ..............................
COMPRESSION TEST RESULTS
ASTM C39-94
SPECIMEN . TEST TOTAL CYLINDER CYLINDER COMPRESSIVE
LABORATORY : IDENTIFICATION= AGE DATE OF I. OAD DIAMETER AREA STRENGTH
NUMBER ' OR SET NO i (DAY'SI TEST {LEIS ) (IN) (SO IN ) (PSI'J TYPE OF BREAK
1 A 3 01/21/99 115000 6.00 28.27 4070 Cone
2 S 7 01/25/99
3 C 28 02/15/99 :.
4 D H HOLD
SPECIFICATIONS
28 4000
Cylinders picked up by PSI Test results comply with applicable
REMARKS: X Cylinders made by PSI representative X representative specifications
Cylinders made by Arcl*.lect's or Test results do not comply with
Contractor's represe~'tat,ve Cylinders delivered to PSI laboratory applicable specificabons
TECNNICIAN: CHRIS WEBB Respectfully submitted,
Professional Service Industries, Inc.
THESE TEST RESULTS APPLY ONLY TO ~ SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT
REPORTS I~Y NOT BE REPROOUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INI:)USTRIES INC
l//./brmalio:/ '-lb Build
PSI · 4087 Shilling Way · Dallas, TX 75237 · Phone 214/330-9263 · Fax 214/333-2853
PS1 A.200-4 (4)F