Northlake 635(3)-LR 980511CONCRETE COMPRF IVE STRENGTH TES_
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1998 Report No.: 9809422 Report Date
05/11/1998
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 requir( I field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/10/1998 BATCH TIME: 7:25 am
PLANT: 16 TIME SAMPLED: 7.'55 am BY: Damon Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENCTH: 4000 psi ~ 28 Days TEMPERATURE (l~-AIR 66 ~ COI~CRETE: 90 1~
SLUMP: 5" TRUC~:NO: 654 TICKET NO: 702257
AIR: N/A AIR CONTENT (%): N/A UNrr WEIGh-IT (0¢0: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
Building D slab, D-F & 1-9
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: D.5-8.5
REPORT OF TESTS ACC [/MULATIVE YARDS: 70
CYLINDER MEASURED MAXIMUM CI )MPRESSIVE
MARKED SLUMP DATE AGE LOAD ;TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
1 I 5.00 04/17/1998 7 97990 3470
I 2 5.00 04/17/1998 7 92730 3280
Average 3380
1 3 5.00 05/08/1998 28 113220 4000
I 4 5.00 05/08/1998 28 115170 4070
Average 4040
This report is exclusively for thc use of thc client indicated above and shall not be reproduced except in full without the wriR~ n approval of HBC Engineering, Inc.
01 Page I of 5
CONCRETE COMP IVE STRENGTH TES" _
ENGINEERING, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1998 Report No.: 9809422 Report Date
05/11/1998
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 require field test and east
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/10/1998 BATCHTIME: 8:33 am
PLANT: 16 TIME SAMPLED: 8:55 am aY: Da aon Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 67 F CO]qCRETE: 96 V
SLUMP: 5" TRUCK NO: 841 TICKET NO: 640609
A~R: N/A A~R CO,rENT (%): 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: E.5-7.5
REPORT OF TESTS ACC 3MULATIVE YARDS: 180
CYLINDER MEASURED MAXIMUM C~ )MPRESSIVE
MARKED SLUMP DATE AGE LOAD ~TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 I 5.50 04/17/1998 7 91020 3220
2 2 5.50 04/17/1998 7 95270 3370
Average 3300
2 3 5.50 05/08/1998 28 110690 3910
2 4 5.50 05/08/1998 28 112010 3960
Average 3940
This report is exclusively for thc use of the client indicated above and shall not be reproduced except in full without the writte ~ approval of HBC Engineering, Inc.
01 Page 2 of 5
CONCRETE COMP IVE STRENGTH TES
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1998 Report No.: 9809422 Report Date
05/11/1998
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 requir~ field test and cast
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/10/1998 BATCH TIME: N/A
PLANT: 16 TIME SAMPLED: 9:15 am BY: Da aon Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F)- AIR 68 V CO: ~ICRETE: 96
SLUMP: 5" TRUCK NO: 760 TICKET NO: 640612
AIR: N/A AIR CONTENT (%): N/A UNIX WEIGHT (pcO: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E--6.5
REPORT OF TESTS AC~ :UMULATIVE YARDS: 220
CYLINDER MEASURED MAXIMUM C i)MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
3 1 5.50 04/17/1998 7 86650 3060
3 2 5.50 04/17/1998 7 88200 3120
Average 3090
3 3 5.50 05/08/1998 28 116190 4110
3 4 5.50 05/08/1998 28 120600 4260
Average 4190
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the wri~ approval of HBC Engineering, Inc.
01 Page 3 of 5
CONCRETE COMPRK IVE STRENGTH TES
ENGIHEERIF~, 1NC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1998 Report No.: 9809422 Report Date
05/11/1998
Client No.: 52617000 Project No.: 43-2452-~
Client: Lincoln Property Company Project: Coppeli 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: 04/10/1998 BATCH TIME: 9:43 am
PLANT: 16 TIME SAMPLED: 9:55 am BY: D* non Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (F) - AIR 70 F CO~/CRETE: 100 F
SLUMP: 5" TRUCKNO: 728 TICK~ NO: 702266
AiR: N/A AIR CONTEMPT (%): N/A UNn WEIGHT (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: E.5-5
REPORT OF TESTS ACCUMULATIVE YARDS: 380
CYLINDER MEASURED MAXIMUM C {)MPRESSIVE
MARKED SLUMP DATE AGE LOAD ~"TRENGTH FRACTURE
SET NO. (inche~) TESTED (days) (lbs. force) (psi) TYPE
4 1 6.50 04/17/1998 7 82600 2920
4 2 6.50 04/17/1998 7 85090 3010
Average 2970
4 3 6.50 05/08/1998 28 112400 3970
4 4 6.50 05/08/1998 28 109520 3870
Average 3920
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the writt m approval of HBC Engineering, Inc.
01 Page 4 of 5
CONCRETE COMPRY"SIVE STRENGTH
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/10/1998 Report No.: 9809422 Report Date
05/11/1998
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, ?ex,as
Services: Obtain samples of fresh concrete at the placement locations, perform requir~ field test and east
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9349
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/10/1998 BATCHTIME: 9:58 am
PLA~r: 16 TIME SAMPLED: 10:05 am BY: Da aon Elrod
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Sunny
STRENGTH: 4000 psi ~ 28 Days TEMPERATURE (~-AIR 72 F COIqCRETE: 98 F
SLUMP: 5" TaUCK NO: 853 TICKET NO: 640632
AIR: N/A AIR CONTENT (%): N/A UNIT WEIGHT (pcf/: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: D.5-2.5
REPORT OF TESTS ACC JMULATIVE YARDS: 470
CYLINDER MEASURED MAXIMUM C' )MPRESSIVE
MARKED SLUMP DATE AGE LOAD ~TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
5 1 5.50 04/17/1998 7 82830 2930
5 2 5.50 04/17/1998 7 80680 2850
Average 2890
5 3 5.50 05/08/1998 28 114570 4050
5 4 5.50 05/08/1998 28 115710 4090
Average 4070
Technician: Damon EIrod Started: 5:00 am Finished: 2:00 pm ~ Enoin,~no. inc,~
Report Distribution:
(!) Lincoln Propen'y Company (1) City o£Coppell/BIdg. Insp.
( I } Butler Construction ( 1 ) City of Coppell/Constr. Insp.
(I} O'Bricn & Associates (1) Mullen & Powell Tcchnistructures
(I} AECC, lac.
This report is exclusively for thc usc of the client indicated above and shall not be reproduced except in full without the writte 1 approval of HBC Engineering, Inc.
01 Page 5 of 5
CONCRETE COMP IVE STRENGTH TES?
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1998 Report No.: 9810350 Report Date
05/I 1/1998
Client No.: 52617000 Project No.: 43-2452-~7
Client: Lincoln Property Company Project: Coppell Business Center II
3300 Lincoln Plaza/Larry Moon Belt Line R.d. & Lakeshore Dr.
500 North Akard Street
Dallas TX 75201-3394 Coppell, 'eTas
Services: Obtain samples of fresh concrete at the placement locations, perform require I field test and cast
compressive strength samples.**
PROJECT DATA
co~rRAcroR: Butler Construction CONCRE~ CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DATE: 04/22/1998 BATCH TIME: 5:18 am
PLANT: 16 TIME SAMPLED: 5:46 am BY: Br an Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, mil.
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F) - AIR 62 F COl CRETE: 68 F
SLUMP: 5" TRUCK NO: 1827 TICKET NO: N/A
AIR: N/A AIR CONTENT (%): N/A oNrr WEiGtrr (pc0: N/A
TEST METHOD: ASTM C-143 PLACEMENT LOCATION:
Panels 38, 42, 40, 78, 79, 64, 12, 5, 1, 2, 15, 11
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel 64
REPORT OF TESTS ACC UMULATIVE YARDS: 40
CYLINDER MEASURED MAXIMUM C 2)MPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 5.50 04/29/1998 7 120200 4250
I 2 5.50 04/29/1998 7 123340 4360
Average 4310
I 3 5.50 05/20/1998 28
1 4 5.50 05/20/1998 28
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 2
CONCRETE COMPRF' IVE STRENGTH TES_
ENGINEF~I~, INC.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 04/22/1998 Report No.: 9810350 Report Date
05/11/1998
Client No.: 52617000 Project No.: 43-2452-97
Client: Lincoln Property Company Project: Coppell B Jsiness Center II
3300 Lincoln Plaza/Larry Moon
500 North Akard Street Belt Line l~,d. & Lakeshore Dr.
Dallas TX 75201-3394 Coppell, ~I exas
Services: Obtain samples of fresh concrete at the placement locations, perform requirex field test and east
compressive strength samples.**
PROJECT DATA
CONTRACTOR: Butler Construction CONCRETE CLASS: 9337
CONCRETE SUPPLIER: Pioneer Concrete PLACEMENT DAT~: 04/22/1998 BATCHTIME: 6:30 am
Pt~,~r: 16 TIME SAMPLED: 7:20 am aY: Brian Otis
SPECIFICATION REQUIREMENTS WEATHER CONDITIONS: Clear, mik
STRENGTH: 3500 psi ~ 28 Days TEMPERATURE (F)- AIR 66 F COn ~CRETE: 72 F
SLUMP: 5" TRUCK NO: 1827 TICKET 140: N/A
AIR: N/A AIR CONT~.NT (%): N/A UNIT WEIG~rl' (pet}: N/A
TEST METHOD: ASTM C- 143 PLACEMENT LOCATION:
See page 1
ASTM C- 172
ASTM C-39
SAMPLE LOCATION: Panel I
REPORT OF TESTS AccI IMULATIVE YARDS: 140
CYLINDER MEASURED MAXIMUM C( ~MPRESSIVE
MARKED SLUMP DATE AGE LOAD ;TRENGTH FRACTURE
SET NO. (inches) TESTED (days) (lbs. force) (psi) TYPE
2 1 6.00 04/29/1998 7 102340 3620
2 2 6.00 04/29/1998 7 106410 3760
Average 3690
2 3 6.00 05/20/1998 28
2 4 6.00 05/20/1998 28
Technician: Brian Otis Started: 3:00 am Finished: 9:00 am ----v~ IF. noln,~J~iC.
Report Distribution:
(1) Lincoln Property Company (I) City of Coppcll/Bldg. lnsp.
(I) Butler Construction (l) City ofCoppell/Constr, lnsp. EU gene Harbour
(1) O'Brien & Associates (I) Mullcn & Powell Technistmctures ~'ice President
(1) AECC, Inc.
This report is cxclusivcly for thc usc of the client indicated above and shall not be reproduced except in full without thc writte ~ approval of HBC Engineering, Inc.
01AK Page 2 of 2