Northlake 635(5)-LR000224CONCRETE COMPRI IVE STRENGTH
Date of Service:
Client No.:
02/15/2000
85229000
a d~v~ o£1FIn~mn
8901 ~teF Frwy., Suite #100
~ Texas 7S247
'11 | I~
I I I I Il Il
Report No.:00 . .48 Report Date
O2/24/2O(O
Project No.: 94991457
Client: Transwestem Property Company Project:
Attn: James Gaspard
12221 Merit Drive, #450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
CONTRACTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
~,~rr: 22
SPECIFICATION REQUIREMENTS
STRENOTm 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C- 143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See placement location
PROJECT DATA
M~X tO.: 9351
PLACEMENT DATE: 02/15/2000 BATCH T~m: 4:45am
T~Vm SAt, O~EO:. 5:15am BY: Steve Campbell
WEATIIER CONDITIONS:
TEMPERATURE (19 - Am
TRUCK NO: 842
Am CONTENT (~): 8.0
PLACEMENT LOCATION:
Paving/south of slab
Clear
45 F CONCRETE: 56
TICL~:r NO: 503428
vNrr W~IGaT (pO: N/A
See attached sketch.
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER
MARKED
SET NO.
MEASURED MAXIMUM CO~IVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) Obs. for~e) (psi) TYPE
1 1 6.00 02/22/2000 7 81070 2870
1 2 6.00 02/22/2000 7 84810 3000
Average 2940
1 3 6.00 03/1412000 28
I 4 6.00 03/14/2000 28
This rcpofl is cxclusivcly for th~ usc of thc client indicated above and shall not bc rcprodueed except in full without th~ wdlten approval of HBC l~nginen~ri~, Inc.
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CONCRETE COMPR IVE STRENGTH
Date of Service:
Client No.:
Client:
02/15/2000
85229000
Transwestern Property Company
Atto: James Gaspard
12221 Merit Drive, #.450
Dallas TX 75251
Report No.:
Project No.:
Project:
00~.~. ~. 8
94991457
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.
SLUMP:
AIR:
TEST MWrHOD:
. CONTa~CTOR: Butler Construction
CONCRETE SUPPLIER: Pioneer
ln.~vr: 22
SPECIFICATION REQUIREMENTS
~TH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C- 172
ASTM C-39
SAMPLE LOCATION:
S~p~el
PROJECT DATA
M~X la~.: 9351
PLACEMENT DATE: 02/15/2000 BATCH TIME: 4:55am
TIME SAMPLED: 6:00am BY: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE (F} - Am
TaUCXNO: 847
Am con'rg~ ¢,~): 7.75
PLACi~IEN'r LOCATION:
See page I
Clear
45 F CONCh: 58
XlcK~r no: 503434
trNrr W~IGHT ~c0: N/A
REPORT OF TESTS
ACCUMULATIVE YARDS: 10
CYLINDER MEASURED MAXlbIUM COMPRESSIVE
bl.&p~En SLUMP DATE AGE LOAD STRENGTH FRA~
SET NO. (inches) TESTED (da~s) (lbs. force) (l~i) TYPE
2 1 7.00 02/22/2000 7 84690 2990
2 2 7.00 02/22/2000 7 87910 3110
Average 3050
2 3 7.00 03/14/2000 28
2 4 7.00 03/14/2000 28
This report is exclusively for U~e use of the client indicated above and shall uot be reproduced except in full without th~ writlgn approval of HBC F,~ in~.
0ILL Page 2 of 3
CONCRETE COMP IVE STRENGTH
Date of Service:
Client No.:
02/15/2000
85229000
Report No.: 000~.d~.8
Project No.: 94991457
a divU~on of'lSmm:un
8901 CW Ir~-wy., Suite #1~
Report Date
02/24/2000
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, 0450
Dallas TX 75251
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.
SLUMP:
AIR:
TEST METHOD:
CONTIO, erom Butler Construction
CONCRETE SUPPLIER: Pioneer
rLatcr: 22
$1~CIFICATION REQUIREMENTS
s~GTH: 4000 psi @ 28 Days
5.0" Max
3-5%
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION:
See p~el
PROJECT DATA
mx l.o.: 9351
PLACI~IENT DATE: 02/I5/2000 BATCH T~IE: 6:30am
Ta~ SAMrL~D: 7:15am BY: Steve Campbell
WEATHER CONDITIONS:
TEMPERATURE O~ - Am
TRUCK NO: 842
Am CONTI~NT (%): 4.75
PLACEMENT LOCATION:
See page I
Clear
56 F CONCRETE: 66 F
TIcK~:r NO: 503442
uNIT w~iGwr (~0: N/A
REPORT OF TESTS
ACCUMULA~ YARD~: 10
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
3 1 7.50
3 2 7.50
DATE
02/22/2000
02/22/2000
MAXIMUM COMPRI~SlVE
AGE LOAD STRENGTH
(day~) Ot,~. force) (pi)
7 86540 3060
7 87910 3110
Average 3090
FRACTURE
TYPE
3 3 7.50
3 4 7.50
Technician: Steve Campbell
Report Distribution:
(1) Tramwestem Property Company
(1) O'Briea & Associates
(I) Technistmctures, Inc.
( I ) Butl~ Construction
03/14/2000
03/14/2000
Started: 3:00am
(1) City of Coppell
(1) City of Coppell
28
28
Finished: 9:00am
H~~ring, Inc.
Paul D. Smith, P.E.
Senior Project Engineer
report is exclusively for the use of ~he client indicated above and shall not be reproduced except in full without ~he writ~n approval of HBC
OILL Page 3 of 3