ST0701-LR100413CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 193.01 19
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 04/13/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, 'rX 75019
Project N umber: 94091193
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
5 3 -5
4.5 3 -6
81
69
147.2
Laboratory Test Data
Sample Information
Sample Date:
04/05/10 Sample Time: 0953
Sampled By:
Koda W. Shadix
Weather Conditions:
Cloudy
Accumulative Yards:
12 Batch Size (cy): 6
Placement Method:
Pump
Water Added Before (gal):0
6.00
Water Added After (gal):
0
Sample Location:
Sta. 6 +10
Placement Location:
Pavement, Southwestern Boulevard at
04/06/10
Sta. 6 +00; Centerline, approach at Sta.
I 3
5 +73
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
04/06/10
04/08/10
1 2
6.00
28.27
04/06/10
04/12/10
I 3
6.00
28.27
04/06/10
05/03/10
1 4
6.00
28.27
04/06/10
05/03/10
Age at Maximum Compressive
Test
Load
Strength Fracture
(days)
(Ibs)
(psi) Type
3
105,230
3,720 6
7
112,960
4,000 2
28
28
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.: Koda W. Shadix Started: 0600 Lunch/ Non - Chargeable: 4.00
Reported To: Oscar, Lacy Construction Finished: 1700
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell 'fx (1) City of Coppell TX Reviewed B
(1) City of Coppell TX (2) Halff Assoc Inc Cleveland, P.E.
(1) Lucy Construction (1) PacTnist 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.
t Ruout. s_ -nv, Ro'.a Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0121 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 04/13/10 Dallas, TX 75247
214- 630 -1010 Reg No: F -327
Client Project
City of Coppell TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000
psi @
28 days
Sample Date:
04/05/10 Sample Time: 1040
Sampled By:
Jose A. Martinez
Mix ID: DCCOG501
Weather Conditions:
Cloudy
Supplier: Redi -Mix
Accumulative Yards:
6.5 Batch Size (cy): 6.5
Batch Time: 0950
Plant:
259
Placement Method:
Direct Discharge
Truck No.: 1333
Ticket No.: 25181412
Water Added Before (gal):5
Water Added After (gal):
0
Field Test Data
Sample Location:
Abutment #4; Piers A and B
Test
Result
Specification
Placement Location:
Drilled Piers, see Foundation
Slump (in):
.61/4
5 -7
Observations Report #94091193.0120,
Air Content ( %):
1.4
dated 04/05/10, for pier locations
Concrete Temp. (F):
76
Ambient Temp. (F):
78
Plastic Unit Wt. (pcf):
148.7
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
04/06/10
04/12/10 7
126,180 4,460 2
1 2
6.00
28.27
04/06/10
04/19/10 14
I 3
6.00
28.27
04/06/10
05/03/10 28
1 4
6.00
28.27
04/06/10
05/03/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and ca compr strength
samples.
Terracon Rep.: .lose A. Martinez
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City of Coppcll Tx (1) City of Coppell TX
(1) City of Coppcl l Tx (2) Halff Assoc Inc Eric J. leveland, P.E.
(1) Lacy Construction (I) PacTrust Pacific Realty Associates LP Senior P Oject Manager
Test Methods: ASTM C 31, ASTM 09, 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.
Cit000t, i-21-09, 1kev,3 Page I of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0123 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 04/13/10 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:
04/05/10
Sample Time:
1516
Sampled By:
Koda W. Shadix
Mix ID: DCCOG504
Weather Conditions:
Cloudy
Supplier: Redi -Mix
Accumulative Yards:
6.5
Batch Size (cy):
6.5
Batch Time: 1431
Plant:
259
Placement Method:
Bucket
Truck No.: 1371
Ticket No.: 25181732
Water Added Before (gal): 10
Water Added After (gal):
0
Field Test Data
Sample Location:
Column A
Test
Result
Specification
Placement Location:
Columns A & B on Bent #2
Slump (in):
5
3 -5
Air Content ( %):
15
3 -6
Concrete Temp. (F):
83
Ambient Temp. (F):
78
Plastic Unit Wt. (pcf):
146.0
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)
(lbs)
(psi)
Type
l 1
4.00
12.57
04/06/10
04/12/10 7
59,370
4,730
4
1 2
4.00
12.57
04/06/10
04/19/10 14
1 3
4.00
12.57
04/06/10
05/03/10 28
1 4
4.00
12.57
04/06/10
05/03/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required fie
samples.
Terracon Rep.: Koda W. Shadix
Reported To:
Contractor: Lacy COnstrnCtloll
Report Distribution:
(1) City of Coppel 11 (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'I'x (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.
Cnn. s ,t -uv, ize .; Page 1 of 1
tu u
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091194.0053 1 reamracan
Service Date: 03/15/10 8901 Carpenter Frwy.
Report Date: 04/13/10 Revision 2 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
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
1701
Supplier:
Lattimore
Batch Time:
1542
Truck No.:
7037
Plant: 3
Ticket No.: 3274722
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
33/4 3 -5
3.0 3 -6
68
63
145.7
Project Number: 94091194
Sample Information
Sample Date:
03/15/10 Sample Time: 1645
Sampled By:
Burl E. Thomas
Weather Conditions:
Cloudy
Accumulative Yards:
8 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Area
Water Added After (gal):
0
Sample Location:
Approximately across from 404 SW
Strength
Blvd.
Placement Location:
Eastbound SW Blvd., inlet top
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
03/16/10
03/22/10
7
126,080
4,460
5
1 2
6.00
28.27
03/16/10
03/29/10
14
139,630
4,940
4
1 3
6.00
28.27
03/16/10
04/12/10
28
156,250
5,530
2
1 4
6.00
28.27
03/16/10
04/12/10
28
156,040
5,520
2
Average
(28 days)
5,530
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 colnpressiv strength
samples.
Terracon Rep.: Burl E. Thomas Started: 1400
Reported To: Finished: 1800
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 Inc i eland, P.E.
Senior Project Manager
(1) Lacy Constniction
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 I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0060 Irerracon
Service Date: 04/05/10 8901 Carpenter Frwy.
Report Date: 04/13/10 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Lacy
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
53/4 3 -5
4.5 3 -6
72
81
146.8
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
04/06/10
1 2
6.00
28.27
04/06/10
1 3
6.00
28.27
04/06/10
1 4
6.00
28.27
04/06/10
Sample Date: 04/05/10 Sample Time: 1132
Sampled By: Koda W. Shadix
Weather Conditions: Cloudy
Accumulative Yards: 6 Batch Size (cy): 6
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 24 +60
Placement Location: Pavement, westbound lane,
Southwesten Boulevard, Sta. 24 +50 to
Sta. 25 +10; Sta. 25 +75 to Sta. 26 +25
Age at Maximum
Date
Test
Load
Tested
(days)
(ibs)
04/08/10
3
115,200
04/12/10
7
123,120
05/03/10
28
05/03/10
28
Compressive
Strength Fracture
(Psi) Type
4,070 5
4,350 4
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.: Koda W. Shadix Started: 1100
Reported To: Oscar, Lacy Construction Finished: 1300
Contractor: Lacy Construction
Report Distribution:
(I) PicTrust Pacific Realty Associates LP (1) City of Coppel) Tx Reviewed By:
(1) City of Coppell T\ (2) Halff Assoc Ine
(1) Lacy Construction
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.
CRO001, 5- 21 -09, Rev3 Page l of l
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0063 s trewn
Service Date: 04/07/10 8901 Carpenter Frwy.
Report Date: 04/13/10 Dallas, TX 75247
214 -630 -1010 Reg No: F- 3272
Client Project
PacTRISt Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Southwest Sequoia Pkwy Ste 300
Portland, OR 97224
Southwestern Boulevard
Grapevine Creels to Beltline Road
Coppell, TX
Datum: BI=G = below final grade Gauge ID: 1960
Continents: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and
condition.
Terracon Rep.: Barry Cuble Started: 0930
Reported To: Oscar Finished: 1200
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(I) Pac'rrust Pacific Realty Associates LP (1) City of* Coppell TX
(1) City ot'Coppell TX (2) HalrrAssoc Inc
(1) Lacy Consittle ion
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.
001007, 4-30-09, its,? Page 1 of 1
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.
Rel'. No.
Classification and Description
Test
Method
( %)
(pcf)
(`%)
(` %)
1
94091 193.0009
Dark brown clay, with sand &
ASTM D698
19.9
105.1
-2/ +4
95
gravel
2
94091 193.001 1
Dark brown and brown clay, with
ASTM
D698
18.9
107.7
-2/ +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)
(pcf)
( %)
(pcf)
( %)
8" Sanitary Sewer
Line E
70
Sta. 13 +00
5' BFG 1
6
124.7
24.0
23.8
100.7
96
71
Sta. 13 +00
3.5' BFG 1
6
123.5
23.2
23.1
100.3
95
72
Sta. 13 +00
1.5' BFG 1
6
1.24.9
23.6
23.3
1013
96
73
Sta. 10 +00
5.5' BFG 1
6
125.8
24.3
23.9
101.5
97
74
Sta. 10 -1-00
4' BFG 1
6
125.8
21.5
20.6
104.3
99
7.5
Sta. 10 +00
2' BFG 1
6
125.1
21.9
21.2
103.2
98
76
sta. 7-1-10
8' BFG 1
6
122.7
23.1
23.2
99.6
95
77
Sta. 7 -1 -10
6.5' BFG 2
6
129.9
20.7
19.0
109.2
101
78
Sta. 7-1-10
5' BFG 2
6
131.5
21.2
19.2
110.3
102
79
Sta. 7x-10
3.5' BFG 2
6
128.8
23.8
22.7
105.0
97
Datum: BI=G = below final grade Gauge ID: 1960
Continents: Test results on this report meet project requirements as noted above.
Services: Perform in -place density and moisture content tests to determine degree of compaction and
condition.
Terracon Rep.: Barry Cuble Started: 0930
Reported To: Oscar Finished: 1200
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(I) Pac'rrust Pacific Realty Associates LP (1) City of* Coppell TX
(1) City ot'Coppell TX (2) HalrrAssoc Inc
(1) Lacy Consittle ion
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.
001007, 4-30-09, its,? Page 1 of 1
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0064 r; ficerracon
Service Date: 04/08/10 8901 Carpenter Frwy.
Report Date: 04/13/10 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
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
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 compaction and matrial moisture
condition.
Terracon Rep.: Garry Cublc Started: 0900
Reported To: Oscar Finished: 1130
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(f) i Pacific Realty Associates LP (1) City or Coppell TX
(I ) City orcoppell'rX (2) I-lall'rAssoc htc
(I ) 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.
e
A0007, 4-30.09. RL ,v 2 Page I of 1
Senior Project 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)
(pcf)
( %)
(pef)
(%)
8" Sanitary Sewer
Line E
80
Sta. 0-1-50
6' BFG 1
6
130.9
23.1
21.4
107.8
100
81
Sta. 0 -1 -55
5' BFG 1
6
131.3
21.0
19.0
110.3
102
82
Sta. 0 +60
4' BFG 1
6
131.3
21.4
19.5
109.9
102
83
Sta. 0 +70
3' BFG 1
6
133.2
22.0
19.8
111.2
103
84
Sta. 0 +75
2' BFG 1
6
130.1
20.8
19.0
109.3
101
85
Sta. 0 +80
l' BFG 1
6
129.6
20.9
19.2
108.7
101
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 compaction and matrial moisture
condition.
Terracon Rep.: Garry Cublc Started: 0900
Reported To: Oscar Finished: 1130
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(f) i Pacific Realty Associates LP (1) City or Coppell TX
(I ) City orcoppell'rX (2) I-lall'rAssoc htc
(I ) 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.
e
A0007, 4-30.09. RL ,v 2 Page I of 1
Senior Project Manager