Coppell Trade-LR060127
FIELD DENSITY TESTING
Report Number: 94051190.0190
Service Date: January 17, 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:
Project:
January 27, 2006
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Description and Classification
Dark reddish brown sandy clay
Dark reddish brown sandy clay
Project No.: 94051190
Lab Test Data
Optimum Max. Lab
Water Dry Unit
Content Weight
('!o) (pet)
15.2 106.2
15.2 106.2
Proiect Reauirements
Material Information
Material
No.
Laboratory
Test Method
Water
Content
('!o)
>/= +2
-1/+3
Minimum Dry
Unit Weight
(% compaction)
1 510810002 ASTM D 698
2 510810002 ASTM D 698
Field Test Data
Test
No.
92
95
Probe Water Dry Unit Dry Unit
Lift/ Mat. Depth Content Weight Weight
Elev No. (inches) ('!o) (pet) (% compaction)
1'BG 2 6 15.4 105.2 99
3' BG 2 6 14.9 105.6 99
3' BG 1 6 18.9 100.7 95
3' BG 1 6 18.5 101.3 95
Test Location
452
453
454
455
Slab Leaveout
20' N & 2' W of SW corner of building
40' N & 2' W of SW corner of building
20' N & 2' E of SW corner
30' N & 2' E of SW corner
Datum: BG = below 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 MethodASTM D2922, ASTM D3017
Technician: Armando Rendon
Field Results Reported To: Superintendent
~
Senior Project Manager
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.
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruclures
(1) CilyofCoppeJl TX
(1) CilyofCoppell TX
(1) Merriman Assoc lnc
(1) McFadden & Miller
(1) Macalee Engineering Inc
Reviewed by:
Page 1 of 1
07-PORiR07-FuturOKey
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0192
Service Date: January 19, 2006
lrerracon
8901 Carpenter Frwy, Ste #1 00
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: January 27, 2006
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
10Gallons
o Gallons
Project No.: 94051190
Sample Information
Date Cast: January 19, 2006 Time:8:00am
Technician: Kudret Aksu
Weather ConditionsCloudy
Accumulative Yards: 7
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Retaining Wall at SW corner of building
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:30am
Supplier: TXI
Truck No: 921
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Plant: 141
Ticket No: 190077
Result
5.00
4.6
67
54
144.2
Spec ifi cati 0 n
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4
1 5
Date
Tested
01/23/2006
Age at
Test
(days)
4
Maximum Compressive
Load Strength
(Ibs) (psi)
80,240 2,840
01/26/2006
01/26/2006
7 105,790
7 105,710
Average
28
28
3,740
3,740
3,740
02/16/2006
02/16/2006
Services _ Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniSlructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macalee Engineering Inc
Reviewed by:
Robert D. Ray, S.
Senior Project Mager
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.
Page 1 of 1
01_POOillOI.Fu!ur.~.y