Coppell Trade-LR050412REPORT OF IN-PLACE DENSITY TESTS
Report Number: 94051081.0023
Service Date: March 24, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter F~/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 12, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Services: In-place density tests.
On this date, HBCFFerracon's technician arrived at the above referenced job site as scheduled for
in-place density tests. After arriving at the job site, HBCFFerracon's technician was notified that
in-place density tests were cancelled due to the contractor was not ready. HBCFFerracon's
technician observed the earthwork operation for Building C.
Technician: Michael E. Odom
(1) Coppel~ Trade Cen er LP 1) Merriman Assoc In¢ ~.,.~/~//~'~//.~,~'~ //
(1) PritchardAsso~ialeslnc (1) McFadden&Miller Reviewed by: ,~' ,-'~.-c,- / "- "' f
(1) City of Coppetl TX Robert D. Ray, S.E:~
(1) City of Coppel[ TX Senior Project M~er
The tests were performed m general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use-of the client
indicated above and shall not be reproduced except in fuli without the written consent of our company. Test results transmitted herein are only appiicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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REPORT OF PRECONSTRUCTION MEETING
Report Number: 94051081.0024
Service Date: March 26, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 12, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
CoppelL TX
Project Number: 94051081
Services: Preconstruction meeting.
As requested, HBC/'1'erracon's project manager for the above referenced project attended the
preconstruction meeting held by the City of Coppell. Testing requirements as well as other topics
were discussed at this meeting.
Technician: Robert D. Ray, S.E.T.
Report Distribution: ,,,~ ~'. '
(1) Coppel[ Trade Center LP (1) Merriman Assoc Inc .... ~.~ ~.,..~J
(1) Pritchard Associates Inc (1) McFadden & Miller RevleweQ Dy: ,~' ~ V f ~ -
(1) Cily of Coppell TX Robert D. Ray, S.E.T.,,,~
(1) City of Coppetl TX Senior Project ~ ,.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u~of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0030
Service Date: April 4, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-t 010
Report Date: April 12, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4200 psi (~ 28 Days
Batch Time: 4:15 am Plant: 1
Supplier: Redi-Mix
Truck No: 223
Mix I.D. No.: 115
Water Added Onsite Before Test:
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 2.25
Air Content, %: 0.8
Concrete Temperature,° F: 84
Ambient Temperature, o F: 76
Plastic Unit Weight, pcf: 146.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Ticket No: 144638
0 Gallons
Sample Information
Sample Time: 6:15 pm Date Cast:April 4, 2005
Technician: Michael E. Odom
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 16+75
Placement Location: Cast-in-Place Manholes for 8" S Sewer
Service, SI Line 0+00 and 16+75
Specification Test Method
5.0 Max
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Tes,~"~ Load
Tested (__~__~_~
04/1112005 I 7/125,910
0411112005 i, 7,/125,300
05~02/2005 ~8verage
05/02/2005 28
Maximum Compressive
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Assec Inc
(1) Pritchard Ass~iates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX Robert D. Ray, S.
(1) City of Coppell TX Senior Project ~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u~'-of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Paoe 1 of 1