ST0701-LR100303Irerracon
REPORT OF SOIL-LIME MIXTURE PULVERIZATION Consulting Engineers & Scientists
8901 Carpenter l 7 my., suite 4 100
Dallas, Texas 75247
(?14)630 -1010
Date of Service: 03/03/10
Client: City of Coppell TX
PO Box 9478
Coppell, TX 75019
Contractor: Lacy Construction
Test Location: Southwestern Blvd., Southbotu
Test Method: NCTCOG
Report No.: 94091193.0106
Project No.: 94091193
Project: Southwestem Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST LOCATION 1-3/4" SIEVE #4 SIEVE
NO. % PASSING % PASSING
I Sta. 6+50 100 66
2 Sta. 8+00 100 63
Technician: . 1 . PereZ
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) City of Coppell TX
Started: 900 Stopped: 1030
(1) Halff Assoc Inc
(1) Lacy Construction
(1) PacTrust Pacific Realty Associates LP
Eric J. Cleveland, P.E.
Senior Project Manager
S11 This report is exclusively for the use of the client indicated above and shalt not be reproduced in full without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT ll ,, It
Report Number: 94091194.0030 1 dt , ,, i r . ,4
Service Date: 02/03/10 8901 Carpenter Frwy.
Report Date: 03/03/10 Revision 1 Dallas, TX 75247
214- 630 -1010 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 Sample Date: 02/03/10 Sample Time: 1415
Sampled By: Francisco J. Morillo
Mix ID: 1701 Weather Conditions: Cloudy
Supplier: Lattimore Accumulative Yards: 5.5 Batch Size (cy): 5
Batch Time: 1253 Plant: 3 Placement Method: Direct Discharge
Truck No.: 5005 Ticket No.: 3273684 Water Added Before (gal):0
Water Added After (gal): 0
Field Test Data Sample Location: Sta. 0 +43
Test Result Specification Placement Location: Inlet; E Bound, SW Blvd.
Slump (in): 3 1/2
Air Content ( %): 4.0
Concrete Temp. (F): 60
Ambient Temp. (F): 47
Plastic Unit Wt. (pct): 145.0
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) (Ibs) (psi) Type
1 1 6.00 28.27 02/04/10 02/10/10 7 119,620 4,230 6
1 2 6.00 28.27 02/04/10 02/17/10 14 130,230 4,610 2
1 3 6.00 28.27 02/04/10 03/03/10 28 170,850 6,040 2
1 4 6.00 28.27 02/04/10 03/03/10 28 161,360 5,710 2
Average (28 days) 5,880
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 stren ; h
samples.
Terracon Rep.: Francisco J. Morillo Started: 1230
Reported To: Finished: 1500 1./
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(I) PacTrust Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc '� is J. Clevel s nd, P.E.
(1) Lacy Construction Senior Project anager
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.
Page 1 of 1
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number 94091193.0092 tra - ..
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 03/03/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX 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 Sample Date: 02/17/10 Sample Time: 1030
Sampled By: Burl E. Thomas
Mix ID: DCC06504 Weather Conditions: Clear
Supplier: Redi -Mix Accumulative Yards: 5 Batch Size (cy): 5
Batch Time: 0924 Plant: 259 Placement Method: Direct Discharge
Truck No.: 1321 Ticket No.: 25163152 Water Added Before (gal):5
Field Test Data Water Added After (gal): 0
Sample Location: 12' E of W end
Test Result Specification Placement Location: Bridge Rail, Span #1, S side
Slump (in): 5 3/4 3 -5
Air Content ( %): 4.0 3 -6
Concrete Temp. (F): 50
Ambient Temp. (F): 40
Plastic Unit Wt. (pct): 149.2
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) (Ibs) (psi) Type
1 1 6.00 28.27 02/18/10 02/24/10 7 145,960 5,160 2
1 2 6.00 28.27 02/18/10 03/03/10 14 152,300 5,390 4
1 3 6.00 28.27 02/18/10 03/17/10 28
1 4 6.00 28.27 02/18/10 03/17/10 28
Comments:
•
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressiv trength
samples.
Terracon Rep.: Burl E. Thomas Started: 0830
Reported To: Finished: 1130 Ail
Contractor: Lacy Construction
Report Distribution:
. (I) City of Coppell TX (1) City of Coppell TX Reviewed By:
(I) City of Coppell TX (2) Halff Assoc Inc ric J. C r'eland, P.E.
( I) Lacy Construction (1) PacTrust Pacific Realty Associates LP 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.
Page 1 of 1
CR0001, 5- 21 -09, Rev.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT �r4 Report Number: 94091193.0093 lierracill
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 03/03/10 Revision 1 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX 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 Sample Date: 02/17/10 Sample Time: 0936
Sampled By: Juan Lopez
Mix ID: 1701 Weather Conditions: Clear
Supplier: Lattimore Accumulative Yards: 20 Batch Size (cy): 10
Batch Time: 0845 Plant: 06 Placement Method: Direct Discharge
Truck No.: 7005 Ticket No.: 636581 Water Added Before (gal):0
Field Test Data Water Added After (gal): 0
Sample Location: Sta. 12 +98
Test Result Specification Placement Location: Pavement, eastbound lane on
Slump (in): 3 3/4 3 -5 Southwestern Blvd. at Sta. 1 +00 - Sta.
Air Content ( %): 5.1 3 -6 1 +30; Sta. 12 +90 - Sta. 13 +33; and Sta.
Concrete Temp. (F): 47 3 +32
Ambient Temp. (F): 39
Plastic Unit Wt. (pcf): 143.6
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 02/18/10 02/24/10 7 120,210 4,250 2
1 2 6.00 28.27 02/18/10 03/03/10 14 132,560 4,690 2
1 3 6.00 28.27 02/18/10 03/17/10 28
1 4 6.00 28.27 02/18/10 03/17/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast co pressive strength
samples.
Terracon Rep.: Juan Lopez Started: 0900
Reported To: Finished: 1200
Contractor: Lacy Construction
Report Distribution: :
y
Reviewed B
(1) City of Coppell TX (I) City of Coppell TX /' 1C 'Cleveland, P.
(1) City of Coppell TX (2) HalffAssoc Inc
(1) Lacy Construction (1) PacTrust Pacific Realty Associates LP Senior Project Mana:;er
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064, ASTM 01231
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
CR000I, 5- 21 -09, Rev.]