Northlake 635(5)-LR000804CONCRETE COMPRE ' IVE STRENGTH TES )
8901 Carpenter Frwy~ Suite #100
Dallm, Texas 75247
Date of Service:
Client No.:
Client:
07/06/2000
85229000
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
Report No.: 0017568
Project No.: 94991457
Report Date
08/04/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUM~:
AIR:
TEST METHOD:
CO~O~.t, CrOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: · See below
PROJECT DATA
MIX LD.: 9351
PLACEMENT DATE:
TIME SAMPLED: 5:45am
WEATHER CONDITIONS:
TEMPERATURE (F). AiR
TRUCKNO: 118
AiR CONTF. aNT (%): 4.6
07/06/2000 BATCH Tram: N/A
BY: Greg Dimock
Clear
78 r CONCRETE: 86 r
· rlcm~TNo: 611645
VNn' WEKmT (pc0: N/A
PLACEMENT LOCATION:
Paving-Building "B" track dock loading area- first pour of two
(See attached sketch)
Sampled from truck.
REPORT OF TESTS
ACCUMULATIVE YARD~: 10
CYLINDER
MARKED
SET NO.
MAXIMUM COMPRF~SIVE
MEASURED
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
I 1 6.00 07/13/2000 7 106800 3780
1 2 6.00 07/13/2000 7 100300 3550
Average 3670
I 3 6.00 08/03/2000 28 128900 4560
1 4 6.00 08/03/2000 28 128620 4550
Average 4560
Sample location: 5' West of E joint & 10' N of S wing, N wall
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except tn full wtthout the written approval of HBC Engmeen'nL~~
Page 1 of 4
CONCRETE COMPRE IVE STRENGTH TES
8~1 C~enter irr~ Suite #1~
~ Toots 75~,47
Date of Service: 07/06/2000 Report No.: 0017568
Client No.: 85229000 Project No.: 94991457
Client:
Transwestem Property Company
Atto: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report Date
08/04/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of flesh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTP~CTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C- 172
ASTM C-39
PROJECT DATA
MiX ED.: 9351
PLACEMENT DATE:
TIME SAMPLED: 6:20am
WEATHER CONDITIONS:
TEMPERATURE (F)- Am
TRUCKNO: 1880
AIR CONTENT (%): 4.5
PLACEMENT LOCATION:
See page 1
07/06/2000 BATCH TIME: 5:45am
BY: Oreg Dimock
Clear
78 ir CONCRETE: 87 ir
TICrmT NO: 611651
uto'r w~mirr (oeO: N/A
Sampled from ffuck.
SAMPLE LOCATION: See below
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inchts)
2 1 5.75
2 2 5.75
2 3 5.75
2 4 5.75
Sample location: 30'
DATE
TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) 0b~ force) (l~i)
07/13/2000 7
07/13/2000 7
08/03/2000 28
08/03/2000 28
W of E joint and 30' N of N wall,
114500
110690
Average
115120
116470
Average
S wing
4050
3910
3980
4070
4120
4100
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 2 of 4
CONCRETE COMPRE IVE STRENGTH TEb
8901 Carpenter Fr~. Suite #100
~ T~as 75247
Date of Service: 07/06/2000
Client No.: 85229000
Client:
Transwestem Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report No.: 0017568
Project No.: 94991457
Report Date
08104/2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
cowr~,CTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
pLAWr: 29
SPECIYICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
M~X I~).: 9351
PLACEMENT DATE:
TIME SAMPLED: 7:20am
WEATHER CONDrrlONS:
TEMPERATURE (F) - AIR
TRUCK NO: 37
AIR CON'I~ (%): 4.6
PLACEMENT LOCATION:
See page I
07/06/2000 BATCH TIME: 6:35am
BY: Greg Dimock
Clear
80 F CONCRETe: 88 v
TIC~T NO: 611659
trsrr w~mnT (tm'J: N/A
Sampled from truck.
SAMPLE LOCATION:
See below
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
3 1 6.25
3 2 6.25
3 3 6.25
3 4 6.25
Sample location: 50' N
DATE
TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(days) Obs. force) (psi)
07/13/2000 7
07/13/2000 7
08103/2000 28
08/0312000 28
of N wall & 50' W of E joint
99820
94690
Average
115890
117320
Average
3530
3350
3440
4100
4150
4130
TYPE
0ILL
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
Page 3 of 4
CONCRETE COMPRE IVE STRENGTH TES
a divirlon of l~iV'dl~l~ll
8901 Carpenter Frwy., Suite #100
Dall~ Trams 7S247
Date of Service: 07/06/2000 Report No.: 0017568
Client No.: 85229000 Project No.: 94991457
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Report Date
08/04f2000
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
STRENGTH:
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
PLANT: 29
SPECIFICATION REQUIREMENTS
4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
PROJECT DATA
lmXl.O.: 9351
PLACEMENT DATE: 07/06/2000 BATCH TIM~: 7:52am
TIME SAMPLED: 8:30am aY: Greg Dimock
WEATHER CONDITIONS:
TEMPERATURE (F) - AIR
TRUCK NO: 42
AIR CONTENT (%): 4.8
PLACEMENT LOCATION:
See page 1
Clear
82 r CONCRETE: 88
TICKET NO: 509739
tusrr w~lorrr (pc0: N/A
Sampled from truck.
SAMPLE LOCATION:
See below
REPORT OF TESTS
ACCUMULATIVEYARDS: 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
4 1 6.25
4 2 6.25
MAXIMUM
DATE AGE LOAD
TESTED (days) (lbs. force)
07/13/2000 7 100990
07/13/2000 7 105390
Average
COMPRESSIVE
STRENGTH
3570
3730
3650
FRACTURE
4 3 6.25
4 4 6.25
08/03/2000 28 125800
08/03/2000 28 128910
Average
4450
4560
4510
Sample location: 30' S of
Technician: Greg Dimock
Report Distribution:
(1) Trauswcsteru Property C. xaupauy
(1) O'Brien & Associates
(I) Technistructures, Inc.
S wall, N wing & 50' W of E joint
Started: 3:00am
(1) City of Coppell
(1) City of Coppell
Finished: lO:OOam
I-~ Engineer' ,~I~
Eugene l~/arbour
Vice President
(1) Butler Construction
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Eugim~ing, Inc.
0ILL Page 4 of 4