ST0701-LR091006CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Num her: 94091 194.0002
Service Date: 09/28/09 8901 Carpenter Frwy.
Report Date: 10/06/09 Dallas, TX 75247
214- 630 -1010 Rep- No:F -3272
Client Project
PacTrusl Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28
days
Sample Date: 09/28/09 Sample Time: 1429
Sampled By: Mario A.Garcia
Mix ID: 1701
Weather Conditions: Clear, strong breeze
Supplier: Lattimore
Accumulative Yards: 3.5 Batch Size (cy): 3.5
Batch Time: 1 326 Plant:
3
Placement Method: Direct Discharge
Truck No.: 9106 Ticket No.:
3269639
Water Added Before (gal):0
Field Test Data
Water Added After (gal): 0
Sample Location: Sta. 1 +06
Test Result
Specification
Placement Location: Manhole junction box topping@
Slump (in): 3
eastbound Line A
Air Content 4.1
Concrete Temp. (F): 84
Ambient Temp. (F): 82
Plastic Unit Wt. (pcf): 147.2
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) (lbs) (psi) Type
1 1 6.00 28.27
09/29/09
10/05/09 7 94,380 3,340 4
1 2 6.00 28.27
09/29/09
10/12/09 14
1 3 6.00 28.27
09/29/09
10/26/09 28
1 I 6.00 28.27
09/29/09
10/26/09 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive re►
samples.
Terracon Rep.: Mario A.Garcia Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) PacTinsl I'ncilic Itrd(r Associales I-P (1) City arCoppcll TX Reviewed By:
0) 01y orCoppell 1\ (2) thltrAssm Ine Eri J. Cleveland, P.E.
(1) Lacy Consn,iclioll 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.
( ltannl. It" Page 1 ol' I
FIELD DENSITY TEST REPORT Verracon
Report Number: 94091 194.0004
Service Date: 10/01/09 8901 Carpenter Frwy.
Report Datc: 10/06/09 Dallas, TX 75247
214- 630 -1010 Rep-No: F -3272
Client Project
PacTrust Pacific Realty Associates LP
Attn: Matthew Uycar
15350 S01_1111%VeSt Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Datum: bfg = helow final grade Gauge ID: 1960
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 compactnn and material mnictnre.
condition.
Terracon Rep.: Barry Cubic Started: 1300
Reported To: Oscar w /Lacy Construction Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(I) PaCTI Iis] Pacilis Real IN Assoewles 1,1' (1) City of Coppell TX Reviewed By:
(1) City I'Cuppcll I N (2) Halff Assoc Inc
(1) Lacy C'nnstmel un
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.
1 1011107 l.;., ".11. 2 Page I of I
Senior Protect Manager
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
( %)
(pef)
('%)
( %,)
1 94091 193.001 1
Dark brown and brown clay, with
ASTM D698
18.9
107.7
0/ +4
95
sand
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)
(pef)
( %)
(pcf)
( %)
Sanitary Sewer, Line
B, East
I Sia. 0-150
2' bfg 1
6 124.2
22.0
21.5
102.2
95
2 Sla. 4 1-08
4' bfg 1
6 126.4
22.5
21.7
103.9
96
3 Sta. 7+00
5' bfg 1
6 128.2
20.4
18.9
107.8
100
Datum: bfg = helow final grade Gauge ID: 1960
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 compactnn and material mnictnre.
condition.
Terracon Rep.: Barry Cubic Started: 1300
Reported To: Oscar w /Lacy Construction Finished: 1430
Contractor: Lacy Construction
Report Distribution:
(I) PaCTI Iis] Pacilis Real IN Assoewles 1,1' (1) City of Coppell TX Reviewed By:
(1) City I'Cuppcll I N (2) Halff Assoc Inc
(1) Lacy C'nnstmel un
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.
1 1011107 l.;., ".11. 2 Page I of I
Senior Protect Manager
FIELD DENSITY TEST REPORT
Report Number: 94091 193.0008
Service Date: 09 /24/09
Report Date: 10/06/09
Irerracon
8901 Carpenter Frwy.
Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Southwestern Boulevard
Attn: Keith Marvin
115.5
Coppell Road to Grapevine Creek
PO Box 9478
90.1
Coppell, TX
Coppell, TX 7 50 19
6
116.4
24.8
27.1
Project Number: 94091193
Material Information
9 Sta. 0 -1 -64 at S side 4' bfg 1
Lab Test Data Project Requirements
113.2
23.1
Optimum Max. Lab
90.1
95
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Rei'. No.
Classification and Description
Test Method ( %) (pef) ( %) ( %)
1 94091 193.0002
Dark brown clay, with sand
ASTM D698 24.2 94.6 0/ +4 95
2 94091 19 3.0009
Dark brown clay, with sand &
ASTM D698 19.9 105.1 0/ +4 95
95
gravel
6
Field Test Data
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pef) (PC ( %) (pct) ('ya)
36" Storm Line, Line A, West Side at Manhole
7 Sta. 0 +64 at E side G bfg 1
6
115.5
25.4
28.2
90.1
95
8 Sta. 0 -1-64 at N side 5' bfg 1
6
116.4
24.8
27.1
91.6
97
9 Sta. 0 -1 -64 at S side 4' bfg 1
6
113.2
23.1
25.6
90.1
95
Water Line, Line A, West Side
10 Slit. 10 +00 15 bfg 2
6
123.3
23.8
23.9
99.5
95
11 Sta. 6-1-45 1' bfg 2
6
124.9
23.4
23.1
101.5
97
12 Sta. 3 +50 2.5' bfg 1
6
115.8
25.5
28.2
90.3
95
13 Sta. 0 +75 2' bfg 1
6
115.2
24.5
27.0
90.7
96
Storm Line, Line A, West Side
14 Slit. 3 +50 1' bfg 1
6
116.6
24.3
26.3
92.3
98
15 Sta. 5 - 1 -00 2' bfg 1
6
119.2
26.2
28.2
93.0
98
16 Sta. 9 +00 1.5' bfg 1
6
115.7
25.1
27.7
90.6
96
36" Storm Line, Line A, West Side at Manhole
17 Sta. 0 +50 4' bfg 1
6
115.6
24.8
27.3
90.8
96
Datum: bf = below final grade Gauge ID: 1960
Comments: 'rest results on this report meet project requirements as noted above.
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.
(RIIM7, - 1- 30 -10. Rn 2 Page I of 2
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091193.0009 1rerracon
Service Date: 09 /24/09 8901 Carpenter Frwy.
Report Date: 10/06/09 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client Project
City of CoPpell 'l'X Southwestern Boulevard
Attn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number 94091193
Material Information
Source of N /laterial: Water line excavation
Proposed I Ise: ConnlTlon fill
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rainier Type: Mechanical
Maximum Dry Unit Weight (pct): 105.1
Optimum Water Content (' %,): 19.9
Sample Information
Sample Date: 09/24/09
Sampled By: Barry Cuble
Sample Location: Water Line A, Sta. 6 +50
Sample Description: Dark brown clay, with sand & gravel
Result Specifications
Liquid Limit: 56
Plastic Limit: 19
Plasticity Index: 37
Passing #200 ( %): 63.2
USCS: CH
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
v
Q
t
01
D
107
106
105
104
103
102
101
100
99
98
97
15 16 17 16 19 20 21 22 23 24 25 26
Water Content ( %)
Comments:
Services: MOIStnre- Density Relations
Terracon Rep: Barry Cuble
Reported To:
Contractor: Lacy Constriction
Report Distribution:
(1) Oily ul'('oppell'I'X
(1)Ot of(tq,l,cll I
(1) Lacy ('u isimulion
(1) City of Coppell Tx
(2) flalff Assoc Inc
(I ) PacTrust Pacific Realty Associates LP
Test Methods: ASTM D698, ASTM D1140, ASTM D4318
Reviewed By:
Eric J. Cleveland, P.E.
Senior Pn ject 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.
FIELD DENSITY TEST REPORT
Report Number: 94091 193.0010
[Orracon
Service Date: 09 /25/09
8901 Carpenter Frwy.
Report Date: 10/06/09
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
Lab Test Data Project Requirements
Optimum Max. Lab
Water Dry Unit Water Minimum
Mat. Proctor
Laboratory Content Weight Content Compaction
No. Rd. No.
Classification and Description
Test Method ('yo) (pef) ('y„) ('y„)
I 94091 193.0002
Dark brown clay, with sand
ASTM D698 24.2 94.6 0/ +4 95
2 94091 193.001 1
Dark brown and brown clay, with
ASTM D698 18.9 107.7 0/ +4 95
sand
Field Test Data
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pet) (pef) ( %) (Pet) ( %.)
36" Storm Line, Line A, West Side
18 Sta. 0 -1 -50 3' bfg 1 6 113.7 22.6 24.8 91.1 96
19 Sla. 0 1 -60 2' bfg 1 6 118.9 23.5 24.6 95.4 101
20 Sta. 0 +70 1' bfg 2 6 128.0 23.7 22.7 104.3 97
Datum: bfg = below final grade Gauge ID: 1960
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 compactbn and material moisture
condition.
Terracon Rep.: Barry Cuble Started: 1000
Reported To: Oscar - Lacy Construction Finished: 1130
Contractor: Lacy Construction
Report Distribution:
(I) City nl'C'oppell IN ())City of Coppell TX Reviewed By:
(1) Cily of C'oppcll IN (2) I Assoc Iuc Eric J. Cleveland, P.E.
( I ) Lacy ( 'unsinicuon (1) PacTrust Pncific Rcally Associates LP Senior Project Manager
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.
ULUUn7 .r30-oO It„, , Page I Of I
LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94091 193.0011
Service Date: 09/25/09
Report Date: 10/06/09
Ifierracon
8901 Carpenter Frwy.
Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
City of Coppell TX
Attn: Keith Marvin
PO Box 9475
Coppell. TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number 94091193
Material Information
Source of Material• Storwn sewer excavation
Proposed Use: Common fill
Laboratory Test Data
Test I)rocedure: ASTM D698
Test Nlelhod: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pct): 107.7
Optimum Water Content 18.9
Sample Information
Sample Date: 09/25/09
Sampled By: Barry Cuble
Sample Location: Storm line A, Sta. 0 +70
Sample Description: Dark brown and brown clay, with sand
Result Specifications
Liquid Lin 51
Plastic Limit: 22
Plasticity Index: 29
Passing #200 ( %): 68.1
USCS: CH
Zero Air Voids Curve for Assumed Specific
Gravity 2.65
U
a
.0
P
'c
7
1 10
109
108
106
i
0a
103
1 00
C� '
- - -
J
--
-.
9 98
95
92
- -
--
-.r.-.
11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29
Water Content ( %)
Comments:
Services: Moisture- Density Relations
Terracon Rep: Barry Cuble
Reported To:
Contractor: Lacy Construction
Repot Distribution:
(1) Cily or Coppell IN
( I ) CilY of Coppell I X
(1) Lacy t'onsumcnon
(1) City of Coppel I TX
(2) FlalfrAssoc Inc
(1) PacTrust Pacific Realty Associates LP
Test Methods: ASTM D698, ASTM D1140, ASTM D4318
Reviewed By:
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.