Coppell Trade-CS050720 21~ ~0 707D
07/20:05 12:01 FAX 214 630 7070 TERRACON CONSULTANTS
Fax Transmittal
Date: July 20, 2005
To: See below
Project:
Fax Number:
Copp. ell Trade Center - Bid9 C
See below
From:
Company:
Fax Number:
Subject:
Total No. of
Pages:
Sue Sluiter for Bobby Ray
merracon
8901 John W Carpenter Fwy, Suite 100
Dallas, TX 75247
(214) 630-1010
(214) 630-7070
Concrete Compressive Strength Report #94051190.0024
7
Comments:
Bennet RatIiff, Coppell Trade Center LP
Brian Degravelle, Merriman Assoc., Inc.
Keith Leslie, TechniStructures
Rick Stull, McFadden & Miller
Dayton Macatee, Macatee Engineering, Inc.
Lee Stone, City of Coppel[, Building Inspection Dept.
Larry Davis. City of Coppe[l, Construction Insp. Dept.
972-241-7955
214-987-2138
214-258-7128
972-401-1399
214-373-6580
972-304-3514
972-304-3570
'lrerracon
Delivering Success for Clients and
Employees
www.terracon.com
07/20.05 _12 :.0_2 . FAX 21,t 630 7070 TERRACON CONSULTANTS _ ~]002/007
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0024
Service Date: June 7, 2005
Client; Coppell Trade Center LP
Report Date:
lr ff lcon
8901 Carpenter Fro, y, Ste #100
Dallas, Texas 75247
(214) 630-1010
July 07, 2005.
Attn: Bennet Ratliff ~ Project: Coppell Trade Center- Bldg C
5055 Keller Springs Rd Ste 300¢~2/ NWC Sandy Lake/Freeport Pkwy
Addison TX 75001 J Coppell, TX
Project Number: 94051190
Material Information j Sample Information
Specified Strength: 4000 psi (~ 28 Days ~ Sample Time: 8:35am Date Cast: June 7, 2005
/ Technician: Moa Odom
Batch Time: 5:53am Plant: 41 / Weather Conditions: Partly cloudy
Supplier: TXI ~. __Accumulative Yards: 30
Truck No: 807 Ticket No: 57463"-'~lPlacement Method: Direct Discharge
Mix I.D No.: 8206 /Sampte Locations: 5' - 15' E of Curb Inlet #6
'~tater Added Onsite ~tefore Test: 0 Gallons / Placement Location: Bldg C. W side Fire Lane & Truck Dock,
'~.wa~er Added Onsite After Test: 0 Gallons / See attached sketch
Field Test Data
Test Result Specification Test Method
Slump, inches: 5 75
Air Content~ %: 10.2
Concrete Temperature, o F: 87
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf: 136.0
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
6.00 28.27
6.00 28.27
5 Max ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Str~
06/ 4/2005 7 72,840
06/14/2005 7 74,000 '""Z7,620~
Average
07/05/2005 28 101.580
07/05/2005 28 107,730
Average 3,700
Comments: * Does not comply with specified strength.
Services - Obtain samples of fresh concrete at the pla~--~"l~cations,
strength samples.
The tests were performed in gener~l accordance with applicable ASTM, AASHTO, or DOT test methods. This repgrt la exclusively tor the use of the client
indicated above and shall not be reproduced ex~ept In full without the written con~ent of our company Test resul~ transmilte~ herei~ a r e only *ppIlcabfe
1o me actual eample~ tested at the kx:ati*n(s) rei~eren~ed and are not necessarily Indicative o[ the properties o[ other apparently similar ~r laentical
07.'20 05 12:02 FAX 214 630 7070 TERRACON CONSULTANTS ~003,'007
CONCRETE COMPRESSIVE STRENGTH TEST
.~epoft Number: 94051190.0024
Service Date: June ?, 2005
Client: Coppell Trade Center LP
Attn: Bonnet Ratliff
5055 Keller Spring. Rd Ste 300
Addison TX 75001
'll'erracan
Dallas, Texas 75247
(214) 630-1010
Repor~ Date; July 07, 2005
Project: Coppel] Trade Center - BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell. TX
Project Number: 94051190
Material Information
Specitied Strength: 4000 psi ~ 28 Days
~Jatch Time: 7:19am Plant: 41
Supplier: TXI
Truck No: 71
Mix I.D. No.: 820~
Water Ad(~ed Onsite Before Test:
Water Added Onsite After Test: 10 Gallons
Ticket No: 57609
0 Gallons
Field Test Data
Test Result
Slump, inches: 5.50
Air Content, %: 8,7
Concrete Temperature,° F: 87
Ambient Temperature, ° F: 852
Plastic Unit Weight, pcf: 136.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq, inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6 00 28.27
2 4 6.00 2B,27
Sample Information
sample Time: 7:55am Date Cast: June 7, 2005
Technician: Moa Odom
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: ~i0' - 15' S & 30' E of Curb inlet ~,6
Placement Location: See page I
Specification
5 Max
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C 1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/14/2005 7 94,990 3,360
06/14/2005 7 92,610 3,270
Average 3,320
07/05/2005 28 114,310 ~4,040 I
07t05/2005 28 116,260 L 4~11D
I
Average 4,080
Comments:
Services -
Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
The teats w~ra performed in general accordance with applioable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the use al the client
Indicated above end sha~l not be reproduoed ex.ap! In full without the written consent of our company. Test results transmitted herein are oniy appliCaDle
fo the actL~al sampJes tested at the IDeation(s) referenced and are not necessarily ind~ca6ve of the properties of other ap~ai'ently similar or identioa, I
07,'20,'05 12:02 FAX 214 630 7070 TERRA~O~ CONSULTANTS ~004,'007
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0024
~er~ice Date: June 7, 2005
Client: Coppell Trade Center LP
Attn: Banner Re:lift
5055 Keller Springs Rd Ste 300
Addison TX 7500.1
'lrerracon
8901 Carpenter Frw¥, 5re #100
Dallas, Texas 75247
(214) 5'3E)-1010
Repo~t Date: July 07, 2005
Project: Coppell Trade Center - BId~ C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number; 94051190
Material Information
~pecified Strength: 4000 psi ~ 28 Days
Batch Time: 9:42am
Supplier: TXI
Truck No: 837
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 5.3
Concrete Temperature? F: 89
Ambient Temperature, ° F: 87
Plastic Unit Weight, pcf: 143.2
.Laboratorl/ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Plant: 41
Ticket No: 57840
0 Gallons
0 Gallons
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28 27
Sample Information..
Sample Time: 10:28am
Tecl3nician: Mca Odom
Weather Conditions: Cloudy
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: 40' & 60' E of Curb Inlet #9
Placement Location: See page 1
Date Cast: June 7, 2005
Specification
5 Max
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1084
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) 0bs) (psi)
06/14/2005 7 84,820 3,000
06/14/2005 7 88,430 3,130
Average . 3,070
07/05/2005 28 126,190 ~
07/05/2005 28 123,130
Average 4,4t 0
Comments:
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test rnethe~s. This repo~ Is exblusively for the us~ af t~ bllent
[r~dica[ed above and shall not be reproduced except in full withou~ the written ~onsent of ~ ~ompany. TeSt results transmitted herein are onty applicable
to the ~tua[ samples tee:ed at the location(s) re~'erenced and are not necessarily indicative o! the prope~ie~ Df other apparently sirnilsr or Identi~l
materials. Page 3 o~ 4
07,'20.'05 12:02 FAX 214 630 7070 TERRACON CONSULTANTS ~005,'007
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0024
Service Date; June 7, 2005
Client: Coppell Trade Center LP
Attn: Bonnet Ratliff
5055 Keller SpdngS Rd Ste 300
Addison TX 75001
'lrerracon
(214) ~30-1010
Report Date; July 07, 2005
P¢oject: Coppell Trade Center - E, Idg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
ProjeCt Number: 94051190
Material Information.
..Specified Strength: 4000 psi (~ 28 Days
Batch Time: 11:55am Plant: 41
Supplier: TXI
Truck No: 837 Ticket No: 58031
Mix I.D. No.: 8206
Water Added Onsite Before Test: 15 Gallons
Water Added Onsite After Test: 5 Gallons
Plaid Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 43
Concrete Temperature, o F: 92
Ambient Temperature, o F: 92
Plastic Unit Weight, pcf: 144 8
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (iq-inches)
4 1 6.00 28 27
4 2 6 O0 28.27
4 3 6.00 28.27
4 4 6,00 28.27
~mation
Sample Time: 1:00pm Date Cast: June 7, 2005
Technician: Moa Odom
Weather Conditions: Cloudy
Accumulative Yards: 310
Placement Method: Direct Discharge
Sample Locations: 80' E of Curb Inlet #9
Placement Location: See page 1
Specification
Test Method
5 Max ASTM C143
3-6 ASTM C231
ASTM C10~4
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs} , (psi)
06/14/2005 7 114,920 4,060
06/14/2005 7 110,760 3,920
Average 3,990
28 138,610 J 4,900
O7/05/2O05
07/05/2005 28 131,970 /_~,670
Average
Comments:
NOTE: Plant and superintendent were notified of air content test results.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Moa Odom
Report Distribution:
(1) Copl;e~l TraCe Center LP
(1) TechniStructures
(1) Merrirnan Assoc Inc ~~
(1) McFadden&Miller Reviewed by: ~
(1) Mscstcc ~nglneeri~g Inc Robe~ D. Ray,~T.
senior Project Manager
The tests were pe~ormed in general accordance with applicable ASTM, AASHTO, or DOT t~t m~h~S. Th~ repo~ i5 ~cluslvefy for the uae of the 6lient
indicated above a~d ~all not be reproduced except in full without the wri~en ~nt of o~r ~ny. T~ results transited harem ere o~ly applicable
to the actual sam¢~ tested at the location(s) referenced and are not n~n~ indicative of ~e proposes of ~er apparently st~llar or idenbcal
07.'20.05 12:03 FAX 214 630 7070 TERRACON CONSULTANTS [~006:007
STATISTICAL ANALYSIS OF CONCRETE MIXTURES
Report Number: 94051190.0081
Service Date: July 20.2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrf, rracon
8901 Carpenter Frwy, Ste #100
Del~as, 3'exas 75247
[214) 630-1010
Report Date: July 20, 2005
Project; Coppel[ Trade Center - BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Specification Requirements:
Concrete Class; 8206
PROJECT DATA
4000 psi ~ 28 Days
REPORT OF TESTS
Date
05/27/2005
05/27/2005
05/27/2005
05/27/2005
06/07/2005
06/07/2005
06/07/2005
06/07/2005
06/09/2005
06/09/2005
06/0912005
06/09/2005
06/14/2005
06/14/2005
06/16/2005 ~
o~uals or exceeds the project specifications.
06/16/2005
06/16/2005
Average of all sets
Number Air Concrete Compressive Running
Report Of Slump Content Tamp Strength 3 Test Avg
Number Set Samples (in.) (%) (F) PSI PSI
94051190.0012 1 2 6 00 5.5 88 4615
94051190.0012 2 2 5.00 5.7 87 4730
94051190.0012 3 2 5.25 4.9 88 5150 4832
94051190.0012 4 2 5.00 5.7 91 5085 4988
94051190,0024 1 2 5.75 10,2 87 3700 4645
94051190.0024 2 2 5.50 8.7 87 4075 4287
94051190.0024 3 2 5.25 5.3 89 4405 4060
94051190.0024 4 2 4.00 4.3 92 4785 4422
94051190.0029 I 2 5.00 4 0 92 5165 4785
94051190.0029 2 2 6.0 4.2 93 5D35 4995
94051190.0029 3 2 6.25 4.6 93 4975 5058
94051190.0029 4 2 4.50 4.0 95 5230 5080
94051190.0036 1 2 5.00 4.2 92 5295 5167
94051190.0036 2 2 4.50 4.0 96 5615 5380
94051190.0041 5012
94051190.0041 4633
94051190,0041 4112
The tests were performed in general accordance with applicable ASTM, AASHTO, o~ DOT test methods This report is exclusively for the use of the client
Indicated above sild shall nol be reproduced except in full without the written consent or our eempany. Test results transmitted herel~ are only applicable
to the sctu~l samples tested at the location(s) referenced anti are not necessarily indicative of the properties of other apparently similar or identical
12:03 FAX 214 630 7070 TERRACON CONSULTANTS -- ~007'~007
.~TATISTICAL ANALYSIS OF CONCRETE MIXTURES
client'. Coppell Trade Center LP
'Jrerracon
Project Number:94051190
Report Number: 94051190.0081
Average of 17 sets --'4720 PSI ~ 28 days
Standard Deviation -~ 545 PSi
Corrected Standard Deviation for 17 results = 615 PSI
4000 + 1,34 * 615 = 4824 PSI
4000 + 2.33 * 615 - 500 = 4933 PSI
Required Avecage Strength per ACI 318 (89) $,3.2.1 = 4933 PSI
ACl Criteria is NOT satisfied,
Technician: Robert D. Ray, SE T
Report Distribution:
(1) Coppell Trade Cef~ler LP
(1) TechniStructures
(1) Merrlman Assoc [nc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by:
Robc~D. Ray,
Senior project M~ll~ger
The tests were performed in general accordance Wfih alpgl[ca~[e ASTM, AASHTO, or DOT te~ methods. Thi~ repol~ [$ exclusively far the use of the clier~t
indicated above end sheli not be reproduced exCel~t in [uli without [he wriEen conserlt or our ~onlpan¥ Test results transmitted herein are only aPPlicable
to the actual ~amples tested at the location(s} referenced end are net nece~t, arlly indicative or the properties of other apparently similar or Identigal