ST0701-LR100429REPORT OF SOIL - LIME MIXTURE PULVERIZATION I gram
Consulting Engineers & Scientists
8901 Carpenter Fnvy., Suite # 100
Dail., Tn" 75247
(214) 630 -1010
Date of Service: 04/29/10
Client: City of Coppell TX
PO Box 9478
Coppell, tX 75019
Contractor: Lacy Constriction
Test Location: Northbound on Southwestern Blvd
fi•otn Sta. 9 +00 to Sta. 13 +50
Test Method: NCTCOG
Report No.: 94091193.0153
Project No.: 94091193
Project: Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Page No.:
Specification Requirements:
Minimum Passing 1 -3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
TEST
NO.
LOCATION
1 -3/4" SIEVE
% PASSING
#4 SIEVE
% PASSING
1
Southwestern Blvd., Sta. 10 +50
100
63
2
Southwestern Blvd., Sta. 12 +00
100
64
3
Southwestern Blvd., Sta. 13 +50
100
60
Technician: J. Perez
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) City of Coppell TX
(1) Halff Assoc Inc
(1) Lacy Construction
(1) PacTrust Pacific Realty Associates LP
sa This report is exclusively f'or the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0073 Irerracon
Service Date: 04/14/10 8901 Carpenter Frwy.
Report Date: 04/29/10 Revision 1 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Project
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Project Number: '94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1138 Plant: 6
Truck No.: 1112 Ticket No.: 6368774
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
4 3 -5
4.4 3 -6
89
90
146.8
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
1
1
6.00
28.27
04/15/10
1
2
6.00
28.27
04/15/10
1
3
6.00
28.27
04/15/10
1
4
6.00
28.27
04/15/10
Sample Information
Sample Date:
04/14/10 Sample Time: 1240
Sampled By:
Julio R. Perez
Weather Conditions:
Sunny
Accumulative Yards:
4.5 Batch Size (cy): 4.5
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 2 +45
Placement Location:
Inlet Wall, northbound Southwestern
Boulevard
Age at
Date
Test
Tested
(days)
04/21/10
7
04/28/10
14
05/12/10
28
05/12/10
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
109,590
3,880 2
123,230
4,360 2
Comments:
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.: Julio R. Perez Started: 1100
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) PacTrist Pacific Realty Associates LP (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Constriction
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 I of I
FIELD DENSITY TEST REPORT
Ik Rrracon
Report Number: 94091 194.0083
Service Date: 04/27/10
8901 Carpenter Frwy.
Report Date: 04/29/10
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
Lab Test Data
Project Requirements
Optimum Max. Lab
Water Dry Unit
Water Minimum
Mat. Proctor
Laboratory
Content Weight
Content Compaction
No. Ref. No. Classification and Description
Test Method
( %) (pcf)
( %) ( %)
1 94091 194.0012 Brown clay (lime treated)
ASTM D698
30.2 88.1
-2/ +4 95
Field Test Data
Probe Wet
Water Water
Dry Unit Percent
Test Lift / Mat.
Depth Density
Content Content
Weight Compaction
No. Test Location Elev. No.
(in) (pcf)
(pcf) ( %)
(pcf) ( %)
Southwestern Boulevard, West Bound
86 Sta.2 +50 Final 1
6 109.9
25.0 29.4
84.9 96
87 Sta. 31 +14 Final 1
6 113.3
26.8 31.0
86.5 98
88 Sta.29 +00 Final 1
6 114.5
29.0 33.9
85.5 97
Bullock Court
89 Sta. 1+22 Final 1
6 109.8
24.7 29.0
85.1 97
Gauge ID: 31787
Comments: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of comp
condition.
Terracon Rep.: .Julio R. Perez Started: 1330
Reported To: Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(I) Pac"rrust Pacific Realty Associates LP (1) City or Coppell TX Reviewed By:
(1) City ol'Coppell TX (2) HaIrP Assoc Inc
(1) Lacy Construction
Test Methods: ASTM D6938
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.
CR0007.4- 30-01), am2 Page I of I
Senior Project Manager