ST0701-LR100222CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0077 Irerracon
Service Date: 01/25/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1127 Plant:
Truck No.: 7025 Ticket No.
28 days
6
6365113
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 1/2 3 -5
4.3 3 -6
62
58
150.7
Laboratory Test Data
Sample Date: 01/25/10 Sample Time: 1247
Sampled By: Barry Cuble
Weather Conditions: Sunny, breezy
Accumulative Yards: 3.5 Batch Size (cy): 3.5
Placement Method: Direct Discharge
Water Added Before (gal):8
Water Added After (gal): 0
Sample Location: See Placement Location
Placement Location: Pavement, inlet strip at Sta. 3 +95
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
01/26/10
02/01/10
1 2
6.00
28.27
01/26/10
02/08/10
1 3
6.00
28.27
01/26/10
02/22/10
1 4
6.00
28.27
01/26/10
02/22/10
Age at Maximum Compressive
Test Load
Strength
Fracture
(days) (lbs)
(psi)
Type
7 126,300
4,470
2
14 143,240
5,070
4
28 157,190
5,560
4
28 158,350
5,600
2
Average (28 days)
5,580
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c t compres . ve strength
samples.
Terracon Rep.: Barry Cuble Started: 1130
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(I) City or Coppell TX (2) HalffAssoc Inc Eric J. le eland, P.E.
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Proj et Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CR0001, 5- 21 -09, Rev.3 Page 1 of t
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0074 Irerracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell 'I'X Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCSO1 -1504
Supplier: Redi -Mix
Batch Time: 0959 Plant: 136
Truck No.: 1219 Ticket No.: 25157804
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pel):
Result Specification
4 1/2 3 -5
5.4 3 -6
65
60
150.9
Sample Date:
01/22/10 Sample Time: 1036
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):5
Area
Water Added After (gal):
0
Sample Location:
10' N of S Wall & 20' W of E Edge
Placement Location:
Bridge Deck, Span #2, mid -span
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. I D
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
01/23/10
01/29/10
7
132,140
4,670
2
1 2
6.00
28.27
01 /23/10
02/05/10
14
145,830
5,160
2
1 3
6.00
28.27
01/23/10
02/19/10
28
153,540
5,430
6
1 4
6.00
28.27
01/23/10
02/19/10
28
150,310
5,320
6
Average
(28 days)
5,380
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made 13y: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cubic Started: 0930 Lunch / on- h g e: 1.00
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of CoppelI Tx (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'rx (2) hlnlff Assoc Inc I eland, P.E.
(1) Lacy ConMuction (1) PacTrust Pacific Realty Associates LP Senior Pro'ect Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CR0001,5_21.09,lte,.3 Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0075 Irerracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 2 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,000 psi @ 28 days
Mix ID: DCB00501
Supplier: Redi -Mix
Batch Time: 1205 Plant: 136
Truck No.: 1189 Ticket No.: 25157962
Field Test Data
Test
Slump (in):
Air Content ('Yo):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1/2 3 -5
2.5 0.5 -2.5
67
63
153.1
Sample Date: 01/22/10 Sample Time: 1244
Sampled By: Barry Cubic
Weather Conditions: Sunny, breezy
Accumulative Yards: 10 Batch Size (cy): 10
Placement Method: Pump
Water Added Before (gal):10
Water Added After (gal): 0
Sample Location: 15'S of Bridge, YE of W Edge
Placement Location: Riprap, south span
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Area
Date
Date
Test
Load
Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
(psi)
Type
1 1
6.00
28.27
01/23/10
01/29/10
7
101,930
3,610
2
1 2
6.00
28.27
01/23/10
02/05/10
14
110,310
3,900
2
l 3
6.00
28.27
01/23/10
02/19/10
28
145,870
5,160
6
1 4
6.00
28.27
01/23/10
02/19/10
28
147,260
5,210
6
Average
(28 days)
5,190
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fi concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppell TX (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROOO1, 5.21 -09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0089 Irerracon
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
02/05/10 Sample Time:
1520
Sampled By:
Barry Cuble
Mix ID: DCSOHSO4
Weather Conditions:
Sunny, light breeze
Supplier: Redi -Mix
Accumulative Yards:
16 Batch Size (cy):
8
Batch Time: 1421
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1321
Ticket No.:
25161676
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
5' S of edge, 5' E of W edge
Test
Result
Specification
Placement Location:
Paving, W Bridge approach slab (27'x
Slump (in):
3 3/4
3 -5
20')
Air Content ( %):
5.1
3 -6
Concrete Temp. (F):
62
Ambient Temp. (F):
54
Plastic Unit Wt. (pcf):
147.1
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter
Area
Date
Date Test
Load Strength
Fracture
No. ID
(in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
I 1
6.00
28.27
02/06/10
02/12/10 7
128,430 4,540
4
1 2
6.00
28.27
02/06/10
02/19/10 14
146,980 5,200
6
l 3
6.00
28.27
02/06/10
03/05/10 28
1 4
6.00
28.27
02/06/10
03/05/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required fie
samples.
Terracon Rep.: Barry Cuble Started: 1130
Reported To: Finished: 1730
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Hal FIT Assoc Inc
(1) Lacy Construction (1) PacTnist Pacific Realty Associates LP
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM 0172, ASTM C231, ASTM C1064, ASTM C1231
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.
CR0001, 5- 21 -09, Rev.3 Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 194.0026
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 2 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacT1 Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1329 Plant: 3
Truck No.: 1 108 Ticket No.: 3273298
Field Test Data
Test
Slump (in):
Air Content (' %,):
Concrete Temp. (F):
Ainbient Temp. (F):
Plastic Unit Wt. (pel)
Result Specification
4 1/2
4.0
74
69
144.5
Laboratory Test Data
Set Specimen
Diameter
Area
No. I D
(in)
(sq in)
1 1
6.00
28.27
1 2
6.00
28.27
1 3
6.00
28.27
1 4
6.00
28.27
Sample Date:
01/22/10 Sample Time: 1440
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
02/19/10
Water Added After (gal):
0
Sample Location:
Inlet Tops at Sta 19 +43, Sta. 31 +66,
Sta. 29 +50 and Sta. 3 +95
Placement Location:
Inlets, Southwestern Blvd
Date
Date
Received
Tested
01/23/10
01/29/10
01/23/10
02/05/10
01/23/10
02/19/10
01/23/10
02/19/10
Age at
Maximum
Test
Load
(days)
(lbs)
7
122,900
14
140,120
28
150,720
28
148,480
Average (28 days)
Compressive
Strength
Fracture
(psi)
Type
4,350
2
4,960
2
5,330
4
5,250
2
5,290
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Francisco J. Morillo Started: 1400
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc lac
(1) Lacy ConsUOc6on
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
FROM 1.5- n- rri,tto'.i Page 1 of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0030 1 ie, a caLmn
Service Date: 02/03/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 SoutMvest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1253 Plant: 3
Truck No.: 5005 Ticket No.: 3273684
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (Pei):
Result Specification
3 1/2
4.0
60
47
145.0
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 1
6.00
1 2
6.00
1 3
6.00
1 4
6.00
Sample Date:
02/03/10 Sample Time: 1415
Sampled By:
Francisco J. Morillo
Weather Conditions:
Cloudy
Accumulative Yards:
5.5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):0
7
Water Added After (gal):
0
Sample Location:
Sta. 0 +43
Placement Location:
Inlet; E Bound, SW Blvd.
Age at
Area
Strength
Fracture
Test
(sq in)
Type
119,620
(days)
28.27
130,230
4,610
7
28.27
14
28.27
28
28.27
28
Date
Received
02/04/10
02/04/10
02/04/10
02/04/10
Date
Tested
02/10/10
02/17/10
03/03/10
03/03/10
Maximum Compressive
Load
Strength
Fracture
(lbs)
(psi)
Type
119,620
4,230
6
130,230
4,610
2
Comments:
Samples Made By: Tcrracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Finished: 1500
Contractor: Lacy Construction
Report Distribution:
(I) PncTrusl Pacific Itc:diy As.ocioies LP (I) City orCoppell TX Reviewed By:
(I) City orC'oppcll 1'X (2) Halff Assoc Inc Eric J.
(I) Lncy Construction Senior
Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
('ItIXNII. 3-2 I -IMI, 0.cr.3 Page 1 0l'
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0032 111 reffMCIM
Service Date: 02/05/10 8901 Carpenter Frwy.
Report Date: 02/22/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1330 Plant: 07
Truck No.: 5030 Ticket No.: 7214568
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
T1
4.8
57
56
146.2
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
ect Number: 94091194
Sample Information
Sample Date:
02/05/10 Sample Time: 1440
Sampled By:
Mario A.Garcia
Weather Conditions:
Partly cloudy
Accumulative Yards:
9 Batch Size (cy): 9
Placement Method:
Bucket
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Box Culvert, (2) at Sta. 10 +38 & Sta.
6.00
20 +00
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
124,310
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
02106110
02/12/10
7
1 2
6.00
28.27
02/06/10
02/19/10
14
1 3
6.00
28.27
02/06/10
03/05/10
28
1 4
6.00
28.27
02/06/10
03/05/10
28
Comments:
Samples Made By: Terracon
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
124,310
4,400 4
153,390
5,430 2
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and ca corn s
samples.
Terracon Rep.: Mario A.Garcia Started: 1300
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (I) City of Coppell TX Reviewed By:
(1) Cilc ol'Coppell TX (2) HalfT Assoc Inc I-Eric Clevel
(1) Lacy Constniction Senior Project
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064 \ASTM C1231
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.
C'R0001, 5.21.09, Rev.3 Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 194.0038
Service Date: 02/15/10 8901 Carpenter Ftwy.
Report Date: 02/22/10 Dallas, TX 75247
214 - 630 - 1 0 10 Reg No:F -3272
Client Project
PacTrust Pacific Realty Associates LP Southwestern Boulevard
Attn: Matthew Oyen Grapevine Creek to Beltline Road
15350 Southwest Sequoia Pkwy Ste 300 Coppell, TX
Portland, OR 97224
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1357 Plant: 07
Truck No.: 7003 Ticket No.: 7214618
Field Test Data
Test
Slump (in):
Air Content ('%1):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 1/4 3 -5
5.8 3 -6
50
40
145.9
Laboratory Test Data
Set Specimen
Diameter
No. ID
(ill)
I 1
6.00
I 2
6.00
I 3
6.00
I 4
6.00
Sample Date: 02/15/10 Sample Time: 1530
Sampled By: Burl E. Thomas
Weather Conditions: Clear
Accumulative Yards: 4 Batch Size (cy): 4
Placement Method: Bucket
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Howell intersection
Placement Location: Inlet top, Eastbound Southwestern
Blvd. at S side
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
02/16/10
02/22/10
7
28.27
02/16/10
03/01/10
14
28.27
02/16/10
03/15/10
28
28.27
02/16/10
03/15/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
152,840
5,410 4
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tZA
samples.
Terracon Rep.: Burl E. Thomas Started: 1300
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution: Reviewed By:
( 1) PacTrusi1 Really Associates LP (1) City ol'Coppell TX
(1) City orCnppcR TX (2) Hilff Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Cuusrniction Senior Project Manager
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM C1231
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.
CROW 1. 5_21.411). t(¢r.} Page I of I
REPORT OF SOIL -LIME MIXTURE PULVERIZATION lierracon
Consulting Engineers & Scientists
8901 Carpenter Frwy., Suite #100
Dallas, TX 75247
(214) 630-1010 Reg No.: F -3272
Date of Service: 02/22/10 Report No.: 94091194.0041
Project No.: 94091194
Client: PacTrust Pacific Realty Associates LP Project: Southwestern Boulevard
15350 Southwest Sequoia Pkwy Ste 300 Grapevine Creek to Beltline Road
Portland, OR 97224 Coppell, TX
Contractor: Lacy Construction Specification Requirements:
Test Location: E Bound S Western Blvd. Minimum Passing 1 -3/4" Sieve: 100%
Sta. 25 +00 - Sta. 35 +00 Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST LOCATION 1 -3/4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
1 Sta. 25+50 100 58*
2 Sta. 27 +60 100 51*
3 Sta. 29+70 100 68
4 Sta. 32+00 100 70
5 Sta. 33+80 100 65
6 Sta. 34+60 100 75
7 RETEST OF TEST #1 - Sta. 25 +50 100 68
8 RETEST OF TEST #2 - Sta. 27 +60 • • 100 66
Comments:
Technician: B. Thomas
Report Distribution:
(1) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction
Eric J. Cleveland, P.:.
• Senior Project Manager
dgr This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon. •