Coppell Trade-LR060207FIELD DENSITY TESTING
Report Number: 94051190.0201
Service Date: January 27, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 07, 2006
Project: L Coppell Trade Cent~r- R~,~ C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum Dry
Content Weight Content Unit Weight
(%) (pcO (%) (% compaction)
1 511900198 ASTM D 698 Recycled concrete
Field Test Data
Test Lift/
No. Test Location Elev.
460 Retest of Test fl:458, dated 1/25/06
461 Retest of Test #459, dated 1/25/06
Comments:
Test results on this report meet project specification,
NOTE: BS = backscatter
Services - Perform in-place density and moisture content t~
condition.
Field Test Method~,STM D2922, ASTM D3017
14.0 118.2 -1/+3 95
~ree of compaction and material moisture
Probe Water Dry Unit Dry Unit
Mat. Depth Content Weight Weight
No. (inches) (%) (pcf) (% compaction)
1 BS 14.8 114.9 97
16.5 112.7 95
Technician: Francisco Morillo
Field Results Reported To: Superintendent, John
Report Distribution:
(1) Ceppell Trade Center LP
(1) TechniStructures
(1) C~ty of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc ~nc
(1) McFadden & Miller
(1) Macatee Engineering Inc
The tests were performed in 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 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
FIELD DENSITY TESTING
Report Number: 94051190.0207
Service Date: January 30, 2006
'll' fracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 07, 2006
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
(%) (pc0
Proiect Requirements
Water Minimum Dry
Content Unit Weight
(%) (% compaction)
I 510810002 ASTM D 698 Dark reddish brown sandy clay
2 510810065 ASTM D 698 Crushed limestone flexible base
Field Test Data Probe
Test Lift/ Mat. Depth
No. Test Location Elev. No. (inches)
Pavement
462 Between 2nd Dock & 3rd Dock Opening 1' BFG 1 6
463 Between 2nd Dock & 3rd Dock Opening Final 2 6
464 Between 3rd Dock & 4th Dock Opening 1' BFG 1 6
465 Between 3rd Dock & 4th Dock Opening Final 2 6
466 Power Ramp at SW corner of Building Final 1 6
15.2
8.4
106.2 -1/+3 95
124.8 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
17.0 103.7 98
10.0 122.8 98
16.4 104.6 98
9.6 123.4 99
18.0 102.9 97
Datum: BFG = below final grade
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID: 35367
Technician: Carlos D. Dotson
Field Results Reported To: Contractor
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(I) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering I~c
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This repot[ is exclusively for the use 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0200
Service Date: January 27, 2006
'lrerracon
8901 Carpenter Fr~, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: February 07, 2006
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:48am Plant: 141
Supplier: TXI
Truck No: 102 Ticket No: 196067
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.8
Concrete Temperature,o F: 59
Ambient Temperature, o F: 46
Plastic Unit Weight, pcf: 144.2
Laboratory Test Data
Sample Information
Date Cast: January 27, 2006 Time:7:30am
Technician: Kudret Aksu
Weather ConditionsClear
Accumulative Yards:20/90
Placement Method: Pump
Sample Locations: SW corner of Placement Area
Placement Location: Pavement, SW corner of Building, next to
Ramp Retaining Wall
3
4
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches)~(sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 02/03/2006 7 122,170 4,320
1 2 6.00 28.27 02/03/2006 7 125,150 4,430
Average 4,380
02/24/2006 28
02/24/2006 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
RepodDistribution: ~-~~.-/J / "
1)TechniStructures (1)McFadden&Miller Rewewed by: ~ L/'- //..~ ./~.~--"~
(1) City of Coppell TX (1) Macatee Engineering Inc Robert D. Ray, S.E,T. ~
(1) City of Coppell TX Senior Project Man~g~,.,
The teste were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of th~ 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.