ST0701-LR100128CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0070 "Irerracon
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 01/28/10 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
Specified Strength: 4,000 psi cr 28 days
Mix ID: DCSOHSO4
Supplier: Redi -Mix
Batch Time: 0947 Plant: 136
Truck No.: 1 189 Ticket No.: 25156629
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
5 3 -5
5.1 3 -6
66
62
145.1
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
I I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
1 5
6.00
Sample Information
Sample Date:
01/20/10 Sample Time: 1019
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal): 10
Water Added After (gal): 0
Sample Location:
Sta. 14 +10
Placement Location:
Bridge Deck, East bound, Sta. 14 +02 to
28.27
Sta. 14 +47
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/21/10
01/22/10
2
28.27
01/21/10
01/27/10
7
28.27
01/21/10
02/03/10
14
28.27
01/21/10
02/17/10
28
28.27
01/21/10
02/17/10
28
Maximum Compressive
Load
Strength Fracture
(Ibs)
(psi) Type
75,240
2,660 5
138,600
4,900 2
Comments:
Samples Made By: Teri
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0900
Reported To: Finished: 1400
Contractor: Lacy Construction
Report Distribution:
(1) City or Coppell 'rx (1) City ol'Coppell TX Reviewed By:
(1) City of Coppell 'IX (2) FIn1 rr 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.
CIlINIIII. 5.21 -a4, I4
cr.3 Page 1 of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0071 Irerracon
Service Date: 01/20/10 8901 Carpenter Frwy.
Report Date: 01/28/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client
City of Coppel I TX
Attn: Keith Marvin
PO Box 9478
Coppell, TX 75019
Project
Southwestern Boulevard
Coppell Road to Grapevine Creels
Coppell, TX
Project Number: 94091193
Material Information Sample Information
Specified Strength: 3,000 psi a 28 days
Mix ID: DCB0C01
Supplier: Redi -Mix
Batch Time: 1 141 Plant: 136
Truck No.: 1 189 Ticket No.: 25156768
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ain bient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
6
2.8
65
66
149.3
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/21/10
1 2
6.00
28.27
01/21/10
1 3
6.00
28.27
01/21/10
1 4
6.00
28.27
01/21/10
Sample Date:
01/20/10 Sample Time: 1206
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
See Placement Location
Placement Location:
Riprap, SE side of bridge
Age at Maximum
Date
Test Load
Tested
(days) (lbs)
01/27/10
7 103,120
02/03/10
14
02/17/10
28
02/17/10
28
Compressive
Strength Fracture
(psi) Type
3,650 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.: Christopher P. Moran
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City or Coppell TX Reviewed By:
(1) City of Coppell Tx (2) Halff Assoc Inc EYrc T Cleveland, P.E.
(I) Lacy Conslrucliun (1) PncTrust 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 forthe 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•uaou1...2i_oo.R -.7 Page 1 of I
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0025 ierracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 01/28/10 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 Creek to Beltline Road
Coppell, TX
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.
Rcf. 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 193.0009
Dark brown clay, with sand &
ASTM D698
19.9
105.1
0/ +4
95
gravel
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)
( %)
Remove & Plug 8"
Wall
25
Sta. 15 +15
8.0' bfg 2
6
124.3
20.7
20.0
103.6
99
26
Sta. 15+15
6.5' bfg 2
6
125.1
•22.4
21.8
102.7
98
2 7
8 tH -1-5- A
S :A' bf -2 -
-G
1 2A 3
23 3
23 1
l OL0
g6
28
Sta. 15 +15
4.0' bfg 1
6
117.2
25.7
28.1
91.5
97
29
Sta. 15 +15
2.5' bfg 1
6
119.6
24.2
25.4
95.4
101
30
Sta. 15+15
1.0' bfg 1
6
117.0
25.4
27.7
91.6
97
31
Sta. 15 +15
Final 1
6
116.8
24.5
26.5
92.3
98
RCCP Line E
32
Sta. 2 +91
6.0' bfg 1
6
121.6
27.2
28.8
94.4
100
33
Sta. 2 +91
6.0' bfg 1
6
114.7
24.8
27.6
89.9
95
34
Sta. 2 +91
6.0' bfg 1
6
118.2
25.9
28.1
92.3
98
35
Sta. 2 +91
6.0' bfg 1
6
114.6
24.0
26.5
90.6
96
36
Sta. 0 +00
4.0' bfg 2
6
122.6
20.8
20.4
101.8
97
37
Sta. 0 +00
3.0' bfg 1
6
118.9
23.7
24.9
95.2
101
38
Sta. 0 +00
2.0' bfg 1
6
111.4
24.2
27.8
87.2
92
39
RETEST OF TEST
#38 - Sta. 2.0' bfg 1
6
115.5
25.3
28.0
90.2
95
0 +00
40
Sta. 0 +00
1.0' bfg 1
6
115.3
24.6
27.1
90.7
96
41
Sta. 0 +00
Final 1
6
119.0
25.8
27.7
93.2
99
Storm Sewer Line B
42
Sta. 3 +50
3.0' bfg 1
6
117.6
26.1
28.5
91.5
97
43
Sta. 3 +50
1.5' bfg 1
6
118.9
25.7
27.6
93.2
99
Datum: bfg = below final grade Gauge ID: 1960
Comments: An asterisk ( *) appears next to the test results which do not meet the 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.
cwKxn.4,30-40. H-.2 Page 1 of 2
FIELD DENSITY TEST REPORT Ireriff-acan
Report Num ber: 94091 194.0025
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 01/28/10 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 Creek to Beltline Road
Coppell, TX
ect Number: 94091194
Services: Perform in -place density and moisture content tests to determine degree of compaction and maerial moisture
condition.
Terracon Rep.: Barry Cuble Started: 1330
Reported To: Oscar Nwith Lacy Construction Finished: 1830
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) PacTI1181 I'olcilic Ideally Associates LP (1) Cily of Coppell TX we y:
(1) Cily of Coppell 'I'N (2) Halff Assoc Inc
(1) Lacy C'onslructinn
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.
('ILIN1117. -1- 111 414, Itc,',2
Page 2 oP 2
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0020 Irerracon
Service Dater 01/20/10 8901 Carpenter Frwy.
Report Date: 01/28/10 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 Creek to Beltline Road
Coppell, TX
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID: 1701
Supplier: Lattimore
[latch Time: 1405 Plant: 7
Truck No.: 3012 Ticket No.: 7218054
Field Test Data
Tes t
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1/4
3.8
74
71
147.8
Sample Date:
01/20/10 Sample Time: 1459
Sampled By:
Barry Cuble
Weather Conditions:
Partly sunny, light breeze
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added Aftee (gal):
0
Sample Location:
See Placement Location
Placement Location:
Inlet Walls at B /2, Sta. 0 +31.2 and Inlet
02/03/10
Top
Laboratory Test Data
Set Specimen
Diameter
No. ID
(in)
1 I
6.00
1 2
6.00
1 3
6.00
1 4
6.00
ments:
Maximum Compressive
Load Strength Fracture
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
28.27
01/21/10
O l /27/10
7
28.27
01/21/10
02/03/10
14
28.27
01/21/10
02/17/10
28
28.27
01/21/10
02/ 17/10
28
Maximum Compressive
Load Strength Fracture
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Ten•acon Rep.: [carry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(I) PncTrus; Pacific Realty Assncinles LP (I) City of Coppell TX Reviewed B y :
(I) City
urC'oppcll 'I'X (2) Flnlff Assoc h;c
(I) Lacy C'onslruc;inn
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'uuuui, 9- 21.09. Rcr.. Page I of
I
(Ibs)
(psi) Type
134,810
4,770 2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations perform required field tests and cast compressive strength
samples.
Ten•acon Rep.: [carry Cuble Started: 1300
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(I) PncTrus; Pacific Realty Assncinles LP (I) City of Coppell TX Reviewed B y :
(I) City
urC'oppcll 'I'X (2) Flnlff Assoc h;c
(I) Lacy C'onslruc;inn
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'uuuui, 9- 21.09. Rcr.. Page I of
I