Loading...
Magnolia Park-LR 980821FUGRO SOUTH, INC. CLIENT: PROJECT: COMPRESSIVE STRENGTH OF CONCRETE Eastern Development Report Magnolia Park, Coppell, Texas SAMPLE DATE: JulY' 21, 1998: 28~ Ph CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 85 CONCRETE TEMP. (°F) (ASTM C-1064): 90 TIME BATCHED: 6:20 TIME SAMPLED: 8:30 WEATHER CONDmON: Sunny LOCATION OF PLACEMENT: 0 Virgo Lane; ~72) 484-8301; Dallas, Texa~ 75229 Fax (972) 620-7328 co.c. Standard6!~ x: 12 ~ 28~27'aqUare inchee:: | TOTAL COMPRESSIVE RE~tUIRED COMPRESSIVE CYUNDER AGE DATE LOAD STRENGTH ! STRENGTH NUMBER (days) TESTED (pounds) (psi) ~ (1~i) MPC 33 7 07/28/98 84000 2971 ~ 3600/28 days I / MPC 36 56 09115/98 , Fracture mode ia IA) unless otherwise noted Specifications; Making& ASTM C-31 Testing ASTM C-143, Types of ~;~ I r'~ ~ r-] SMH/rm Distribution: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AST~ C-231): WATER ADDED (gal): SLUMP (in.) (ASTM C.143): Street paving, hand pour Natches Trace, static Batch Batch/0 0 3.5 n 16+00 Technician: Chris Cook REMARKS: * Does not meet required compressive strength at 28 days. FUGRO SOUTH, INC. Checked By: ~, / Eastern Development- Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco [EPORT [ late: August 21, 1998 Pro act No.: 0771-2112 FUGRO SOUTH, INC. CLIENT: PRO, Ir:CT: 28~ Ph COMPRESSIVE STRENGTH OF CONCRETE Eastern Development Report Magnolia Park, Coppetl, Texas SAMPLE DATE: JulY 23, 1998 ~0 Virgo Lane; }72) 484-83019 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 101 CONCRETE TEMP. (°F) (AS?M C.10~4): 95 TIME BATCHED: 3:15 TIME SAMPLED: 3:30 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: Paving: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (xSlla c.231): WATER ADDED (gal): SLUMP (in.) (AS*r~ C.1,~) Alley A-2, station 5+93 Dallas, Texas 75229 Fax (972) 620-7328 rEPORT )ate: August 21, 1998 ect No.: 0771-2112 On Site Plant : Standard 6"x 12! '; 28.27'square inches TOTAL COMPRESSIVE RqQUIRED COMPRESSIVE AGE DATE LOAD STRENGTH / STRENGTH CYUNDERNuMaER (days) TESTED (pound~) (r=i) MPC 53 7 07/30/98 100000 3537 ~ 3600/28 days MPC 54 28 08/20/98 118000 4174 ~ , MPC 55, , 28 08/20/98 121000 4280 Hold ' MPC 56 ' Fracture mo~ *~(A) un~ othen~e n~ Spec~cations: Cudn9: Methods: ^STM C~9 Fracture: A Y.3~ $ r~ c E.I o L_I REMARKS: Technician: Pompey McGee FUGRO SOUTH, INC. SMH/rm Distribution: Checked Eastern Development- Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco FUGRO SOUTH, INC. CLIENT: PROJECT: 281 Ph COMPRESSIVE STRENGTH OF CONCRETE Eastern Development Report Magnolia Park, Coppetl, Texas Pre SAMPLE DATE: July 20, 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): CONCRETE TEMP. (°F) (As~ c.t0s4): TIME BATCHED: TIME SAMPLED: WEATHER CONDITION: LOCATION OF PLACEMENT: lO Virgo Lane; 972) 484-8301; ~EPORT Site Concrete 100 95 1:20 1:30 CONCRETE SUPPUER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (AS*r~ C-23t): WATER ADDED (gal): Dallas, Texas 75229 Fax (972) 620-7328 )ate: August 21, 1998 iect No.: 0771-2112 Batch Batch/0 Sunny SLUMP (in.) (ASTM C.143) :1_ 3.0 Street paving, hand pour, Natches Trace, station 13+00 CONCRETE CYLINDE",COM~ESSIVE: STRENG~ ~ST$' :: ' : : standardi $i i xl 2"; 28~27'aquare :inches TOTAL COMPRESSIVE ' RI~QUIRED COMPRE$81VE| CYLINDER AGE DATE LOAD STRENGTH / STRENGTH NUMSER (d.¥.) TESTED (pound.) ' (Em! MPC 29 7 07/27/98 BP_000 2900 / 3000/28 days MPC 30 28 08/17/98 89000 3148 / MPC 31 28 08/17198 91000 3218 / MPC 32 Hold " ' ' Fracture s~,~.,o..: M.~ng & ^STMC-Sl T.,ng ASTMC-~43. T_~?of Ell rtl 171 _ I-! Curing: Methods: ASTM C-39 Fracture: A IC511 B ~ C ICJ O i._J REMARKS: Technician: Chris Cook SMH/rm Distribution: FUGRO SOUTH, INC. Checked By:':':':':':':':'~~ "~ Eastern Development - Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco FUGRO SOUTH, INC. 28~ COMPRESSIVE STRENGTH OF CONCRETE CLIENT: PROJECT: Eastern Development Magnolia Park, Coppell, Texas Repo~ Pn 0 Virgo Lane; 172) 484-8301; [EPORT ;IlO Dallas, Texas 75229 Fax (972) 620-7328 )ate: August 21, 1998 ect No.: o771-2112 SAMPLE DATE: JulY 21, 1998 CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C.~1): WATER ADDED (gal): CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 100 CONCRETE TEMP. (°F) (ASTM C-1064).' 9~ TIME BATCHED: 5:35 pm TIME SAMPLED: 5:45 pm Batch BatclV0 Site Concrete WEATHER CONDITION: LOCATION OF PLACEMENT: Sunny SLUMP (in.) (ASTM C-143): 3 Street paving: Hand pour, Natches Trace, sta ion 14+75 CONCR~T:CYLINDER COMPRESSNE :STRENG~:~s_L TOTAL ' cOMPRES~E R~QUIRED C~PRE~ : CYLINDER AGE DATE LOAD S~ENGTH / S~ENG~ NUMBER (day=) TES~D (~n~) (mi) ~ (~i) .... MPC 37 7 07~8 91000 3218 ~ 3000~8 days 0 ooo 28 0~1~98 105000 3714 MPC 39 M~i~& ~ C-31 T.~ ~ ~143, ~Y"'~ Sp~ons:, , Curing: ~s: ~ ~39 Fro=urn: A REMARKS: Technician: Chds Cook SMH/rm Distribution: FUGRO SOUTH, INC. Eastern Development - Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco FUGRO SOUTH, INC. 28 Ph COMPRESSIVE STRENGTH OF CONCRETE CLIENT: Eastern Development Report PROJECT: Magnolia Park, Coppell, Texas Pre SAMPLE DATE: JulY 23', 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 96 CONCRETE TEMP. (°F) (AaTM C-1064): 92 TIME BATCHED: 9:30 TIME SAMPLED: 9:45 WEATHER CONDITION: Sunny LOCATION OF PLACEMENT: Paving: Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTM C-231): WATER ADDED (gal): SLUMP (in.) (ASTU C-14~) Natches Trace at station 15+80 }0 virgo Lane; Dallas, Texas 75229 972) 484-8301; Fax (972) 620-7328 EPORT )ate: August 21.1998 ect NO.: 0771-2112 On Site Plant 4 1/2 0 31/2 CONCRE~ CYUNDE~ CO.MpRESSIVE STRENGTH Ti~STS ~ ' ~ Standa~ 6!i x t2i !; 28;27,SqUare inches [ TOTAL COMPRESSIVE RI~QUIRED COMPRESSIVE CYLINDER AGE DATE LOAD STRENGTH ! STRENGTH NUMBER (days) TESTED (pound~) (psi) ~ (p~i) MPC 49 7 07/30/98 105000 3714 ~ 3600/28 days MPC 50 28 08/20/98 126000 4457 t MPC 51 28 08/20/98 130000 4598 ~ MPC 52 Hold Fracture mode t~ (A) un~ o~,-*:,~ r,~--~' Specifications: Curing: Methods: ASTM C-39 Fracture: A v~I B v~l C vi ,,D I...J, FUGRO SOUTH, INC. REMARKS: Unit Weight:. 149.2 lbs./cu, ft. Technician: Pompey McGee SMH/rm Distribution: Checked BI Eastern Development - Preston Skaggs City of Coppell - Larry Davis Metro-Plex Excavating - Paul Bosco FUGRO SOUTH, INC. CLIENT: PROJECT: 28 Ph COMPRESSIVE STRENGTH OF CONCRETE Eastem Development Report Magnolia Park, Coppell, Texas Pr~ SAMPLE DATE: July 20' 1998 CONTRACTOR: TICKET NO.: AMBIENT TEMP. (°F): 89 CONCRETE TEMP. (°F) (ASTM C.10~4): 94 TIME BATCHED: 10:45 TIME SAMPLED: 10:55 WEATHER CONDITION: Sunny }0 virgo Lane; 972) 484-8301; EPORT Dallas, Texas 75229 Fax (972) 620-7328 SMH/rm Distribution: LOCATION OF PLACEMENT: Street paving, hand pour, Natches Trace sout least eyebrow, station 1 +50 Technician: Chris Cook Site Concrete CONCRETE SUPPLIER: PLANT/TRUCK: MIX ID NUMBER: AIR (%) (ASTU C.2=l): WATER ADDED (gal): SLUMP (in.) (ASTM C-143): REMARKS: CONCR~ECYUNDE CR. O.MPRESSWE'S~NGTHiTI~STS TOTAL COMPRESSIVE RE~QUlRED COMPRESSIVE AGE DATE LOAD STRENGTH t STRENGTH CYLINDER NUMBER (days) TESTED (pound~) (l~i) ~ (l~i) MPC 25 7 07/27/98 85000 3006 ~ 3000/28 days MPC 28 Hold . Cudng: . FUGRO SOUTH, INC. Checked By: ~'~ [ Eastern Development - Preston Skaggs City of Coppell - Larry Davis/ Metro-Plex Excavating - Paul Bosco Batch BatchlO 5.3 0 3.0 .ate: August 21, 1998 ,ject No.: 0771-2112 FUGRO SOUTH, INC. CLIENT: PROJECT: Number 1 2E Ph FIELD DENSITY REPORT Bastem Development REPOF Magnolia Park, Coppell, Texas PI DATE P~~ED: AugUst 6, .1998 MOISTURE/DENSITY RELATIONS Material Description Brown and gray shaley clay TEST PROCTOR NO. NO. 924 1 925 1 926 1 927 1 928 1 929 1 930 1 931 1 932 1 933 1 934 1 935 1 ~T DATE: August 21, 1998 ~OJECT NO,: 0771-2112 Page I 937 1 936 1 LOCATION Pro Maximum Dry Den$1t 97.0 TEST RESULTS ~or Results 8 inch Water line, WaveHy Lane, Block A, lot 1,2 1/2 feet below grade 8 inch Water line, Waverly Lane, Block E, lot 25, 18 inch below grade 8 inch Water line, Bankers Cottage lane, Block E, lot 46, 2 1/2 feet below grade 8 inch Water line, Bankers Cottage lane, Block E, lot 44, 18 inches below grade 8 inch Water line, Bankers Cottage lane, Block E, lot 42, 18 inches below grade 8 inch Water line, Madison Street, Block E, Lot 33, 2 1/2 feet below grade 8 inch Water line, Madison Street, Block E, lot 31, 18 inches below grade 8 inch Water line, Madison Street, Block E, lot 29, I foot below grade 8 inch Water line, Madison Street, Block E, lot 26, 2 1/2 feet below grade 8 inch Water line, Madison Street, Block E, lot 25, 18 inches below grade 8 inch Water line, Madison Street, Block E, lot 24, 1 foot below grade 8 inch Water line, Madison Street, Block E, lot 23, 2 1/2 feet below grade 8 inch Water line, Madison Street, Block E, lot 22, 18 inches below grade 8 inch Water line, Madison Street, Block E, lot 21, 1 foot below grade UNIT DRY MOI~ WEIGHT CONTENT 94.4 2' 91.9 93.3 21 91 .g 93.5 21 93.9 93.7 2' 93.3 93.2 92.5 21 94.3 2' 93.2 21 93.6 21 IdRE PERCENT OF PERCENT MAXIMUM DENSITY 97.3 '. 1 95.0 LO 96.2 98.1 '.5 95.0 ;.2 98.4 96.6 i.g 98.2 L4 96.1 i.7 95.4 1.5 97.2 96.1 i.2 96.5 Optimum Moisture (%) 24.0 ~0 virgo Lane; Dallas. Texas 75229 972) 484-8301; Fax (972) 620-7328 FUGRO SOUTH, INC. FIELD DENSITY REPORT 2~ Ph~ Eastam Development Magnolia Park, Coppell, Texas CLIENT: PROJECT: REPOF P~ DATE PERFORMED: August 6~ 1998 TEST RESULTS TEaT PROCTOR NO. NO. LOCATION UNIT DRY l0 Virgo Lane; Dallas, Texas 75229 )72) 484-8301; Fax (972) 620-7328 T DATE: August21, 1998 tOJECT NO.: o77~.2112 Page 2 Mo~rURE PERCENT OF WEIGHT CONTENTIPERCENT MAXIMUM DENSITY 938 1 939 1 940 1 941 1 Remarks: 3x7x9 RCB and 12 inch Sanitary sewer, 93.9 Line A, Station 0+50, 5th lift 3x7x9 RCB and 12 inch Sanitary sewer, 92.6 Line A, Station 1+50, 6th lift 3x7x9 RCB and 12 inch Sanitary sewer, 94.0 Line A, Station 1+00, 7th lift 3x?x9 RCB and 12 inch Sanitary sewer, 92.1 Line A, Station 1+50, 8th lift All densities meet project specifications unless otherwise noted. 24 27 24 27 Burl Cooper Fugm South Technician FUGRO SOUTH, INC. SMH/em Distribution: Eastern Development - Preston Skaggs City of Coppell - Larry Davis Checked by: ~ .4 96.8 .1 95.5 .8 96.9 .0 95.0