Northlake 635(3)-LR 980514coNcRETE COMPRF IVE STRENGTH
ENGINF_ERIM3, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/06/1998 Report No.: 9811672 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-!)7
Client: Lincoln Property Company Project: Coppell ~usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Lin, Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ?exas
Services: Obtain samples of fresh concrete at the placement locations, perform requir~ field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9373
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCH TIME: 8.'30 am
PLANT: 16 TIME SAMPLED: 9:20 am BY: M ario Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENaTm 5000 psi ~ 28 Days TEMPERATURE (F)- AIR 80 F CC NCRETE: 76
SLUMP: 3-5" TRUCKNO: 553 TICKE'I' NO: 711927
AIR: N/A AIR CONTENT (%): 2.0 UN~' WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building C, comer columns 12, 13, 16, 60, 63,
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Column 16
REPORT OF TESTS ACC :UMULATIVE YARDS: 10
CYLINDER MEASURED MAXIMUM iOMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
I I 5.00 05/13/1998 7 104660 3700
I 2 5.00 05/13/1998 7 108840 3850
Average 3780
! 3 5.00 06/03/1998 28
I 4 5.00 06/03/1998 28
Note: Samples obtained at point of discharge of pump hose.
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the writ :n approval of HBC Engineering, Inc.
01AK Page 1 of 2
CONCRETE COMPRF'SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/06/1998 Report No.: 9811672 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell E usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppeil, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform requir~ field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9373
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCH TIME: 11:10 am
PLANT: ! 6 TIME SAMPLED: 11:45 am BY: Mi 'iD Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 88 F COqCRETE: 83 F
SLUMP: 3-5" TRUCK NO: 550 TICKET NO: 711948
AIR: N/A AIR CONTENT (%): 1.7 UNrg WEIGHT (pcf): N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Column 60
REPORT OF TESTS ACC [JMULATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM C }MPRESSIVE
MARKED SLUMP DATE AGE LOAD TRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
2 ! 5.00 05/13/1998 7 97400 3440
2 2 5.00 05/13/1998 7 106010 3750
Average 3600
2 3 5.00 06/03/1998 28
2 4 5.00 06/03/1998 28
Note: See page 1
Technician: Marlo V illanueva Started: 9:00 am Finished: 12:30 _ _~ Engineer~amllnc-
Report Distribution:
(I) Lincoln Property Company (1) City of Coppell/Bldg. Insp.
( I ) Butler Construction ( 1 ) City of Coppell/Constr. Insp. El tgene~arbour
( I ) O'Brien & Associates (1) Mullcn & Powell Technistructures Vice President
(I) AECC, luc.
This report is exclusively for the use of thc client indicated above and shall not be reproduced except in full without the writt~ approval of HBC Engineering, Inc.
01AK Page 2 of 2
CONCRETE COMP IVE STRENGTH TES
ENGINEF. RII~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
~ I
Date of Service: 05/06/1998 Report No.: 9811658 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~. 7
Client: Lincoln Property Company Project: Coppel113 usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCH TIME: 5:00 am
PLANT: 16 TIME SAMPLED: 5:10 am BY: M~ 'io Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDrrlons: Cloudy
STREN(;Tm 3500 psi ~ 28 Days TEMPERATURE (F)-AIR 62 lZ COiqCRETE: 63 F
SLUMP: 3-5" TRUCKNO: 550 TICK~TNO: 711904
AlS: N/A AIR CONTENT (%): 1.7 UNIl WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building D panels 69-82
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 69
REPORT OF TESTS ACC OMU~T~W VAaUS: 10
CYLINDER MEASURED MAXIMUM C ~MPRESSIVE
MARKED SLUMP DATE AGE LOAD ~TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I I 5.00 05/13/1998 7 84970 3000
I 2 5.00 05/13/1998 7 89620 3170
Average 3090
I 3 5.00 06/03/1998 28
I 4 5.00 06/03/1998 28
Note: Samples obtained at point of discharge of pump hose.
This report is exclusively for thc usc of thc client indicated above and shall not be reproduced except in full without thc writt ',n approval of HBC Engineering, Inc.
01AK Page 1 of 4
CONCRETE COMPRF' IVE STRENGTH TEF"
8901 Carpenter Frnvy., Suite #100
Dallas, Texas 75247
Date of Service: 05/06/1998 Report No.: 9811658 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-!17
Client: Lincoln Property Company Project: Coppell E usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ~ ?etas
Services: Obtain samples of fresh concrete at the placement locations, perform require, field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCH TIME: 6:30 am
PLANT: 16 TIME SAMPLED: 6:38 am BY: M~ 'io Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
S~RENaTH: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 67 F CO~CRETE: 66 F
SLUMP: 3-5" TRUCKNO: 853 TICKE'rNo: 711915
AiR: N/A AIR CONTENT (%): 1.9 UNrt WEIGHT (PC0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 76
REPORT OF TESTS ACC LIMOLATIVE YARDS: 120
CYLINDER MEASURED MAXIMUM C ~)MPRE.SSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.25 05/13/1998 7 106020 3750
2 2 5.25 05/13/1998 7 99230 3510
Average 3630
2 3 5.25 06/03/1998 28
2 4 5.25 06/03/1998 28
Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~ :n approval of HBC Engineering Inc.
01AK Page 2 of 4
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 05/06/1998 Report No.: 9811658 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell E usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ~ ?exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCH TIME: 7:50 am
rLANT: 16 TIME SAMPLED: 8:06 am BY: M rio Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)-AIR 70 F CONCRETE: 72 F
SLUMP: 3-5" TRUCK NO: 856 TICKEI NO: 711923
AiR: N/A AIR CONTENT (%): 1.4 UNn'WEIG~rr (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 80
REPORT OF TESTS AC( JMULATIV'E YARDS: 200
CYLINDER MEASURED MAXIMUM £ )MPRESSIVE
MARKED SLUMP DATE AGE LOAD ~'TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 I 5.00 05/13/1998 7 97440 3450
3 2 5.00 05/13/1998 7 92730 3280
Average 3370
3 3 5.00 06/03/1998 28
3 4 5.00 06/03/1998 28
Note: See page 1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~ en approval of HBC Engineering, inc.
01AK Page 3 of 4
CONCRETE COMPRIr IVE STRENGTH
ENGINF, ERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Report Date
Date of Service: 05/06/1998 Report No.: 9811658
05/14/1998
Client No.: 52617000 Project No.: 43-2452-S7
Client: Lincoln Property Company Project: Coppell B asiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line [~d. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 05/06/1998 BATCHTIME: 8:35 am
PLANT: 16 TIME SAMPLED: 8:45 am BY: Mt rio Villanueva
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 71 F CO]~CRETE: 73 F
SLUMP: 3-5" TRUCKNO: 856 Tlcgrr NO: 711929
AIR: N/A AIR CONTENT (%): 2.0 tn~rr WEIG~rr (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 82
REPORT OF TESTS ACC rJMULATIVE YARDS: 224
CYLINDER MEASURED MAXIMUM C~ )MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.25 05/13/1998 7 99540 3520
4 2 5.25 05/13/1998 7 89620 3170
Average 3350
4 3 5.25 06/03/1998 28
4 4 5.25 06/03/1998 28
Note: See page 1
Technician: Mario Villanueva Started: 4:00 am Finished: 9:00 am ~ En .~l~Pn~c.
Report Distribution:
(l) Lincoln Property Company (I) City ofCoppell/Bldg. Insp.
(I) Butler Construction (1) City of Coppeil/Constr. Insp. E1 lgene Harbour
(1} O'Brien & Associates (I) Mullen & Powell Technistmctures Vice President
(I) AECC, Inc.
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the writ~ :n approval of HBC Engineering, Inc.
01AK Page 4 of 4
CONCRETE COMPRF SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/15/1998 Report No.: 9809790 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-!~7
Client: Lincoln Property Company Project: Coppell lusiness Center II
3300 Lincoln Plaza/Larry Moon Belt Lin~ Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, Fexas
Services: Obtain samples of fresh concrete at the placement locations, perform require d field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/15/1998 BATCH TIME: 9' 16 am
PLANT: 16 TIME SAMPLED: 9:40 am BY: Fx die Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly cio Jdy, cool
STRENCTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 79 F
SLUMP: 5" TRUCK NO: 515 TICKE'I NO: 702407
AfR: N/A AIR CONTENT (%): N/A UNn'WEIGHT (0c0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building C, Panels 103-116
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 106
REPORT OF TESTS AC( UMULATIVE YARDS: 70
CYLINDER MEASURED MAXIMUM £ OMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
! I 5.00 04/22/1998 7 103850 3670
I 2 5.00 04/22/1998 7 97310 3440
Average 3560
I 3 5.00 05/13/1998 28 138600 4900
I 4 5.00 05/13/1998 28 127780 4520
Average 4710
This report is exclusively tbr the usc of the client indicated above and shall not be reproduced except in full without the writt ;n approval of HBC Engineering, Inc.
01AK Page 1 of 2
CONCRETE COMP IVE STRENGTH TES'"'
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/15/1998 Report No.: 9809790 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-c.~7
Client: Lincoln Property Company Project: Coppell l~ usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ~exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/15/1998 BATCH TIME: 10:08 am
PLANT: 16 TIME SAMPLED: 10:20 am BY: Ed ie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly clol~dy, cool
STRENGTH: 3500 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CO]gCRETE: 78 lz
SLUMP: 5" TRUCK NO: 514 TICKET ~O: 702414
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcO: N/A
TEST METUOD: ASTM C-143 PLACEMENT LOCATION:
Sec page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel ! 11
REPORT OF TESTS ACC IMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM C~ ~MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 6.50 04/22/1998 7 83300 2950
2 2 6.50 04/22/1998 7 76950 2720
Average 2840
2 3 6.50 05/13/1998 28 104600 3700
2 4 6.50 05/13/1998 28 99790 3530
Average 3620
Technician: Eddie Elrod Started: 6:00 am Finished: 12:00 I'"l~l En~ineeml~. Inc.
Report Distribution:
(I) Lincoln Property Company (!) City ofCoppell/BIdg. Insp.
( I ) Butler Construction (!) City of Coppell/Constr. lnsp. E1 lgene Harbour
(I) O'Brien & Associates (1) Mullen & Powell Technistructures Vice President
(1) AECC, Inc.
This report is exclusively 1hr the usc of thc client indicated above and shall not be reproduced except in full without the writt¢ approval of HBC Engineering, Inc.
01AK Page 2 of 2
CONCRETE COMPRP"SIVE STRENGTH TES
8901 Carpenter Frwy. Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809725 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-!~7
Client: Lincoln Property Company Project: Coppell l~ usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ?exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 7 sack
CONCRETE SUPPLIER: Quik Mix Concrete PLACEMENT OATE: 04/14/1998 BATCHTIME: N/A
PLANT: Batch truck TIME SAMPLED: 2:30 pm BY: Ed ie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly clo~ idy
STREN(;Tn: 5000 psi ~ 28 Days TEMPERATURE (F) - AIR 84 F CO~CRETE: 80 F
SLUMP: N/A TRUCK NO: 656 TICKET NO: 2899
AIR: N/A AIR CONTENT (%): N/A UNFI WEIGIrr (Pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Manhole, southeast corner of Building A
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Top of manhole
REPORT OF TESTS ACC LIMULATIVE YARDS: l0
CYLINDER MEASURED MAXIMUM C, )MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 1.50 04/21/1998 7 151610 5360
! 2 1.50 04/21/1998 7 152940 5410
Average 5390
I 3 1.50 05/12/1998 28 160370 5670
! 4 1.50 05/12/1998 28 164620 5820
Average 5750
Technician time on report 9809724.
Technician: Eddie Elrod Started: Finished: I'"l~~C.
Report Distribution:
(I) Lincoln Property Company (1) City ofCoppcll/Bldg. Insp.
(I) Butler Construction (1) City of Coppcll/Constr. lnsp. E0tgene~Iarbour
(I) O'Bricn & Associates (1) Mullen & Powcll Tcchnistructures Vice President
(I) AECC, Inc.
This report is exclusively for the usc of the client indicated above and shall not be reproduced except in full without the writt¢n approval of HBO Engineering, Inc.
OIAK Page 1 of I
CONCRETE COMPR[r IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-!17
Client: Lincoln Property Company Project: Coppell E usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ?exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE C~SS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 7:10 am
PLANT: 16 TIME SAMPLED: 7:20 am BY: E¢ lie Elrod
SPEClVICATION REQUIREMENTS WEATHER CONnlTIONS: Cloudy, c)ol
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 70 V CONCRETE: 78 F
SLUMP: 5" TRUCK NO: 731 TICKE'! NO: 702332
AIR: 3-6% AIR CONTENT (%): N/A UNIq'WEIGHT (pc0: N/A
TEST METHOn: ASTM C- 143 PLACEMENT LOCATION:
Building D slab, A & B line, column lines 1-1 and A-H line, column lines 9-11
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: G.5, 9.25
REPORT OF TESTS AC UMULATIVE YARDS: 60
CYLINDER MEASURED MAXIMUM OMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.00 04/21/1998 7 101490 3590
! 2 5.00 04/21/1998 7 94850 3350
Average 3470
I 3 5.00 05/12/1998 28 151310 5350
i 4 5.00 05/12/1998 28 147650 5220
Average 5290
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writ~ ~n approval of HBC Engineering Inc.
01AK Page 1 of 7
CONCRETE
COMPREr IVE STRENGTH TES
8901 Carpenter Frwy., Suite gl00
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452- '7
Client: Lincoln Property Company Project: Coppell usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform requir~ field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 8:08 am
PLANT: 16 TIME SAMPLED: 8:15 am BY: Ed ie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, cz~ol
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 69 F CO]~ICRETE: 75 v
SLUMP: 5" TRUCK NO: 728 TICKET NO: 702340
AIR: 3-6% AIR CONTENT (%): N/A UNIT WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: F.25, 9.25
REPORT OF TESTS ACC 3MULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM C' )MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. foree) (psi) TYPE
2 I 5.25 04/21 / 1998 7 116590 4120
2 2 5.25 04/21/1998 7 113650 4020
Average 4070
2 3 5.25 05/12/1998 28 154490 5460
2 4 5.25 05/12/1998 28 152150 5380
Average 5420
This report is exclusively tbr the use of thc client indicated above and shall not be reproduced except in full without the writt¢ a approval of HBC Engineering, Inc.
01AK Page 2 of 7
CONCRETE COMPRE'31VE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-! }7
Client: Lincoln Property Company Project: Coppell ',usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Liw Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ['eTas
Services: Obtain samples of fresh concrete at the placement locations, perform require d field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 8:42 am
PLANT: 16 TIME SAMPLED: 8:45 am BY: Ecdie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Cloudy, c :)ol
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 70 F CCNCRETE: 76 V
SLUMP: 5" TRUCKED: 1806 T~Crd~l ~O: 702346
AIR: 3-6% AIR CONTENT (%): N/A UNI'I'WEIGHT (PC0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page I
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5, 9.25
REPORT OF TESTS AC, UMULATIVE YARDS: 200
CYLINDER MEASURED MAXIMUM OMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 ! 5.25 04/21 / 1998 7 99020 3500
3 2 5.25 04/21 / 1998 7 97870 3460
Average 3480
3 3 5.25 05/12/1998 28 138780 4910
3 4 5.25 05/12/1998 28 143220 5060
Average 4990
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writl :n approval of HBC Engineering, Inc.
01AK Page 3 of 7
CONCRETE COMPREt'3I STRENGTH TES""
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell E usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, ~ ?exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 10:35 am
PLANT: 16 TIME SAMPLED: 11:20 am aY: Ed lie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDmO8S: Partly elo~dy, warm
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)-AIR 78 F CO ~CRETE: 79 F
SLUMP: 5" TRUCKNO: 654 TlCg~ NO: 702363
AIR: 3-6% AIR CONTENT (%): N/A UNil WEIGHT (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: C.5, 9.5
REPORT OF TESTS ACCUMULATIVE YARDS: 370
CYLINDER MEASURED MAXIMUM C DMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
4 I 5.50 04/21/1998 7 85460 3020
4 2 5.50 04/21/1998 7 88170 3120
Average 3070
4 3 5.50 05/12/1998 28 118010 4170
4 4 5.50 05/12/1998 28 113820 4030
Average 4100
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except in full without the writS ~n approval of HBC Engineering, Inc.
01AK Page 4 of 7
CONCRETE COMPRE "' I STRENGTH TES""
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell l] usiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line Rd. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform requir~ field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 11:48 am
PLANT: 16 TIME SAMPLED: 12:45 pm BY: Ed ie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly clo~dy, warm
STRENaTH: 4000 psi ~ 28 Days TEMPERATURE (F}-A[R 82 g CO ~CRETE: 79 g
SLUMP: 5" TRUCK NO: 654 TICg~T NO: 702373
AIR: 3-6% AIR CONTENT (°n): N/A UNI'I WEIGHT (P':0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page !
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A.75, 10.5
REPORT OF TESTS ACC tIMULATIVE YARDS: 470
CYLINDER MEASURED MAXIMUM C ~)MPRESSIVE
MARKED SLUMP DATE AGE LOAD ,TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 I 5.00 04/21/1998 7 125920 4450
5 2 5.00 04/21/1998 7 116190 4110
Average 4280
5 3 5.00 05/12/1998 28 147930 5230
5 4 5.00 05/12/1998 28 154470 5460
Average 5350
'Fhis report is exclusively for thc use of thc client indicated above and shall not bc reproduced except in full without thc writt :n approval of HBC Engineering, Inc.
01AK Page 5 of 7
CONCRETE COMPRE/ IVE STRENGTH TES
ENGINF_AERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-245247
Client: Lincoln Property Company Project: Coppell Basiness Center II
3300 Lincoln Plaza/Larry Moon Belt Line P.d. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: N/A
PLANT: 16 TIME SAMPLED: 1:40 pm BY: Ed, lie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDrrIONS: Partly clot dy, warm
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 83 F COt iCRETE: 78 lz
SLUMP: 5" TRUCKNO: 739 TICKET NO: 702379
AIR: 3-6% AIR CONTENT (%): N/A UNIT WEIGht (pc0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A.75, 8.75
REPORT OF TESTS ACCIJMULATIVE YARDS: 530
CYLINDER MEASURED MAXIMUM C~ }MPRESSIVE
MARKED SLUMP DATE AGE LOAD ]TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
6 I 5.00 04/21/1998 7 114780 4060
6 2 5.00 04/21/1998 7 111100 3930
Average 4000
6 3 5.00 05/12/1998 28 141020 4990
6 4 5.00 05/12/1998 28 137790 4870
Average 4930
/
This report is exclusively tbr the use of the client indicated above and shall not be reproduced except ia full without the writte a approval of HBC Engineering, Inc.
01AK Page 6 of 7
CONCRETE COMPRF/ IVE STRENGTH TES
ENGINEF_RII~, lINC.
8901 Carpenter Frwy., Suite gl00
Dallas, Texas 75247
Date of Service: 04/14/1998 Report No.: 9809724 Report Date
05/14/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell Business Center II
3300 Lincoln Plaza/Larry Moon Belt Line ?~d. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'exas
Services: Obtain samples of fresh concrete at the placement locations, perform require field test and cast
compressive strength samples.**
PROJECT DATA
CONTRAC~FOR: Butler Construction CONCRETE CRASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/14/1998 BATCH TIME: 2:55 pm
PLANT: 16 TIMESAMPLEO: 3:20 pm BY: Ed. tie Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Partly clot dy, warm
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE IF)- AIR 84 g COl ~CRETE: 77 F
SLUMP: 5" TRUCKNO: 731 TICKET NO: 702391
AIR: 3-6% AIR cONTE~rr (%): N/A uNrr WEIGHT (pet): N/A
T~ST M£TnOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: A.75, 3.5
REPORT OF TESTS ACC, JMULATIVE YARDS: 650
CYLINDER MEASURED MAXIMUM C' )MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
7 1 5.25 04/21/1998 7 98000 3470
7 2 5.25 04/21/1998 7 97900 3460
Average 3470
7 3 5.25 05/12/1998 28 124000 4390
7 4 5.25 05/12/1998 28 120710 4270
Average 4330
Technician: Eddie Elrod Started: Finished: I'"~~
Report Distribution:
(I) Lincoln Property Company (1) City ofCoppell/BIdg, lnsp.
(I) Butler Construction (1) City ofCoppell/Constr. Insp. Et~gene Harbour
(I) O'Brien & Associates (1) Mullan & Powell Tcchnistmctures Vice President
(I) AECC. lnc_
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writtcn approval of HBC Engineering, Inc.
01AK Page 7 of 7