Coppell Trade-LR050505LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94051081.0045
Service Date: April 18, 2005
lrerracan
8901 Carpenter Fncvy, Ste #100
Dallas, Texas 75247
(214) 630-t 010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 05, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Cootractor: Metroplex Excavation
Source of Material:Native material treated on-site
Proposed Use: Final Pad Grade
USCS:
Sample Information
Sampled By: Michael E. Odom
Sample Location: NE quadrant of Building Pad C
Sample Description: Reddish brown sandy clay (lime
treated)
Laboratorv Test Data
Test Procedure: ASTM D 698
Test Method: Method A
Sample Preparation: Moist Method
Rammer Type: Mechanical
Maximum Dry Unit Weight, pcf: 94.1
Optimum Water Content, %: 24.2
Result Specifications
Liquid Limit: 44
Plastic Limit: 34
Plasticity Index: 10
% Passing #200: NA
% Passing #40: NA
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 270
Services- Moisture-Density Relations
Repod Distribution: Technician: Michael E. Odom
(1) Coppell Trade Center bP (1) Merriman Assoc Inc ' d b
(1) Pdtchard Associates Inc (1) McFadden & Miller Revlewe y: 2'~( ~ ~ ! ~ _/_ --
(1) City of Coppell TX ~ Robert D Ray, S.E.T
(1) City of Coppel[ TX Senior Project Mana,~
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of'the chent
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 IocatLon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials
Page 1 of 1
REPORT OF IN-PLACE DENSITY TESTS
Report Number: 94051081.0048
Service Date: April 20, 2005
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 05, 2005
Proj&ct: ~
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Services: In-place density tests.
On this date, HBC/Terracon's technician arrived at the above referenced job site as scheduled for
in-place density tests. Neither the northeast quadrant of Pad C nor the Line C Storm Sewer were
ready for testing on this date.
Technician: Michael E, Odom
(1) Coppell Trade Cenler LP (1) Merriman Assoc Inc
(1) Pritchard Associates In¢ (1) McFadden & Miller Reviewed by:
(1) City of coppell TX /
(1) City of Coppcll TX Senior Project M.ar~a§er
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 ful[ 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 t
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051081.0057
Service Date: April 27, 2005
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 830-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 05, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:50 pm
Supplier: LMC
Truck No: 1045
Mix I.D. No.: 1701
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 7
Ticket No: 7152171
0 Gallons
0 Gallons
Sample Information
Sample Time: 3:25 pm Date Cast:April 27, 2005
Technician: Michael E. edom
Weather Conditions: Fair
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 15' Inlet, Lateral C3, 0+42
Placement Location: Line E, D, F, C, Head Walls, 0+00 one 10'
inlet Line F, 0+29; Lateral C3, 15' inlet 0+42
Field Test Data
Test
Result Specification Test Method
3.00 5.0 ASTM C143
ASTM C231
85 ASTM C1064
85 ASTM C1064
148.4 ASTM C138
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data 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 05/04/2005 7 97,910 3,460
1 2 6.00 28.27 05/04/2005 7 102,790 3,630
Average 3,550
1 3 05/25/2005 28
I 4 05/25/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. edom
Report Distribution:
(1) Ceppell Trade Center LP (1) Merdman Assoc Inc
(1) Pritchard Associates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX ~SE.T~Robert D Ray, SE.T
(1) City of Coppell TX ~a~r
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This report is exclu~~lient
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 appareney similar or identical
Page 1 of
FIELD DENSITY TESTING
Report Number: 94051081.0054
Service Date: April 22, 2005
'lrerracon
8901 Carpenter Fn~vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: May 05, 2005
Project: Coppell Trade Center
NWC Sandy Lake & State St
Coppell, TX
Project Number: 94051081
Material Information Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Material Laboratory Content Weight Range Unit Weight
No. Test Method Description and Classification (%) (pcf) (%) (% compaction)
1. 510810005 ASTM D 698 Light brown silty clay w/gravel 15.4 109.8 -1/+3 95
2. 510810003 ASTM D 698 Tan & brown clayey sand 12.2 117.0 -1/+3 95
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pc~) (% compaction}
8" Water Line
571 450' N from SW corner of Bldg. C 3' BEG 2 6 14.0 113.6 97
572 450' N from SW corner of Bldg. C 2' BEG 2 6 13.9 113.4 97
573 450' N from SW corner of Bldg. C 1' BEG 2 6 14.8 111.9 96
574 650' N from SW corner of Bldg. C 3' BEG 2 6 13.9 116.8 100
575 650' N from SW corner of Bldg. C 2' BEG 2 6 14.0 115.2 98
576 650' N from SW corner of Bldg. C 1' BEG 2 6 14.2 116.1 99
42" RCP Line C
577 Sta, 0+15 .5' BEG 1 6 16.1 104.7 95
36" RCP Line C
578 Sra. 2+80 1' BEG 1 6 15.7 105.4 96
33" RCP Line C
579 Sra. 4+70 1' BEG 1 6 15.2 106.7 97
Datum: BEG = Below existing grade
Comments:
Test results on this report meet project specification.
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 appticable
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 'lrerracon
Client:Coppell Trade Center LP
Project Number:94051081
Repod Number:94051081.0054
Services - Pen~orm 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: 32769
Technician: Michael E. Odom
Field Results Reported To: Jeff w/Metroplex Underground
Report Distribution: ~~~,.~,
(1) Ceppe]l Trade Contel LP (1) Merrimarl Assoc hie
(~) Pritchard Assouiates hie (1) McFadden & Migler Reviewed by:
(1) City of Coppell TX
(1) Cily of Coppelt ~ X Robed D Ray, SET
Senior Project Mapa
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods This repod is exclusively for the use
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 2 of 2
FIELD DENSITY TESTING
Report Number: 94051081.0055
Service Date: April 25, 2005
'lrerr can
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
~_¢rt n~t~. ~Aqy 05, 2005
Project~ppell T. rade Center~
~ N~C Sandy~"at~"e-&"~'~e St
Coppell, TX
Project Number: 94051081
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 510810005 ASTM D 698 Light brown silty clay w/gravel
Field Test Data Probe
Test LiftJ Mat. Depth
No. Test Location Elevation No. (inches)
27" RCP
580 Sta. 0+50 2' BFG 1 6
581 Sta. 0+50 1' BFG 1 6
582 Sta. 2+50 2' BFG 1 6
583 Sta. 2+50 1' BFG 1 6
Datum:BFG= Below final grade
15.4
109.8 -1/+3 95
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pC~) (% compaction)
17.7 107.1 98
17.1 105.7 96
18.4 106.7 97
18.4 104.9 96
Comments:
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to
condition.
Field Test Method;ASTM D2922, ASTM D3017
Technician: Michael E. Odom
f compaction and material moisture
(1) Coppell Trade Center LP (1) Merriman Asso¢ Inc
(1) pritchard Associates Inc (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX Robert D. Ray, S.E.T~'-
(1) City ol'Coppell TX Senior Project Ma~er
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repor~ 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