ST0701-LR100205CONCRETE COMPRESSIVE STRENGTH TEST REPORT `
Report Number: 94091 194.0026 lierracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/05/10 Revision 1 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
ect Number: 94091194
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1329 Plant: 3
Truck No.: 1 108 Ticket No.: 3273298
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
, T 1/2
4.0
74
69
144.5
Sample Information
Sample Date:
01/22/10 Sample Time: 1440
Sampled By:
Francisco J. Morillo
Weather Conditions:
Clear
Accumulative Yards:
6 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
Age at
Water Added After (gal):
0
Sample Location:
Inlet Tops at Sta 19 +43, Sta. 31 +66,
Test
Sta. 29 +50 and Sta. 3 +95
Placement Location:
Inlets, Southwestern Blvd
Laboratory Test Data
Strength Fracture
(lbs)
(psi) Type
122,900
4,350 2
140,120
4,960 2
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. ID
(in)
(sq in)
Received
Tested
(days)
1 1
6.00
28.27
01/23/10
01/29/10
7
I 2
6.00
28.27
01/23/10
02/05/10
14
1 3
6.00
28.27
01/23/10
02/19/10
28
I 4
6.00
28.27
01/23/10
02/19/10
28
Comments:
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
122,900
4,350 2
140,120
4,960 2
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.: Francisco J. Morillo Started: 1400
Reported To: Finished: 1530
Contractor: Lacy Construction
Report Distribution: Reviewed B
(I ) PacTrust Pacific Realty Associates LP (1) City of Coppell TX y
(1) City or 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.
CR0001, 5- 21 -09, Rev.] Page I of 1
FIELD DENSITY TEST REPORT
'Irerracon
Report Number: 94091 193.0083
Service Date: 02/01/10
8901 Carpenter Frwy.
Report Date: 02/05/10
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. Rel'. No. Classification and Description
Test Method ( %) (pcf) ( %) ( %)
1 94091 193.0055 Dark gray clay (lime treated)
ASTM D698 ' 38.2 79.1 -2/ +4 95
Field Test Data
Test
No. "Pest Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (pcf) (pcf) ( %) (pef) (' %)
Paving
35 Approach - West of bridge FG 1 6 111.8 30.8 38.0 81.0 102
Datum: FG = final grade Gauge 1D: 39547
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.: Francisco .l. Morillo Started: 1100
Reported To: Superintendent Finished: 1230
Contractor: Lacy Construction
Report Distribution:
(1) City ol'C'uppcll 'I'x (1) City or Coppell TX Reviewed By:
(1) City ol (2) Halff Assoc Inc Eric J. Clevelan , P.
(I) Lacy C'onslruclian (1) PacTntst Pacific Really Associates LP Senior Project M P.
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.
Page I of I
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0029
Service Date: 02/01/10 8901 Carpenter Frwy.
Report Date: 02/05/10 Dallas, TX 75247
214 -630 -1010 Reg No: F -3272
Client
PaCTrnSt 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
Mat. Proctor
No. Ref. No. Classification and Description
1 94091 194.0012 Brown clay (lime treated)
Field Test Data
Test
No. Test Location
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Laboratory Content
Weight
Content
Compaction
Test Method ( %)
(pcf)
( %)
( %)
ASTM D698 30.2
88.1
-2/ +4
95
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (Pei) (pef) ( %) (pef) ("/1)
Pavin„
44 Approach - East of bridge FG 1 6 115.7 27.8 31.6 87.9 100
Datum: FG = final grade Gauge ID: 39547
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 mat:rial moisture
condition.
Terracon Rep.: Francisco J. Morillo Started: 0930
Reported To: Superintendent Finished: 1100
Contractor: Lacy Construction
Report Distribution:
(1) PacTnisl Pacific Really Associates LP (I) City of Coppell TX Reviewed By:
(1) City 01'Cappe11 TX (2) Halff Assoc Inc Eric J. Cleveland, P.E.
(1) Lacy Commuctiuu 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 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.
Claa17..1-341414, R.,•.2 Page I of
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0074 Irerracon
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/05/10 Revision 1 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 Creels
Coppell, TX
ect Number: 94091193
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
DCSOHSO4
Supplier:
Redi -Mix
Batch Time:
0959 Plant: 136
Truck No.:
1219 Ticket No.: 25157804
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Laboratory Test Data
Set Specimen
No. ID
Result Specification
4 1/2 3 -5
5.4 3 -6
65
60
150.9
Sample Information
Sample Date:
01/22/10 Sample Time: 1036
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):5
01/29/10
Water Added After (gal):
0
Sample Location:
10' N of S Wall & 20'W of E Edge
Placement Location:
Bridge Deck, Span #2, mid -span
Diameter
Area
Date
Date
(in)
(sq in)
Received
Tested
6.00
28.27
01/23/10
01/29/10
6.00
28.27
01/23/10
02/05/10
6.00
28.27
01/23/10
02/19/10
6.00
28.27
01/23/10
02/19/10
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load
Strength Fracture
(lbs)
(psi) Type
132,140
4,670 2
145,830
5,160 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.
Teri - aeon Rep.: Barry Cuble Started: 0930 Lon h / n -Charg le: 1.00
Reported To: Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (1) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc P.E.
(1) Lacy Construction (I ) PacTrust Pacific Realty Associates LP Senior P /eveland,
ject 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 propert
ies of other apparently similar or identical materials.
CR0001, 5- 21 -09, Rev.J Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: 94091193.0075 Irerracan
Service Date: 01/22/10 8901 Carpenter Frwy.
Report Date: 02/05/10 Revision 1 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
Material Information
Specified Strength: 3,000 psi cr 28 days
Mix ID: DCB00501
Supplier: Redi -Mix
Batch Time: 1205 Plant: 136
Truck No.: 1 189 Ticket No.: 25157962
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1/2 3 -5
2.5 0.5 -2.5
67
63
153.1
Southwestern Boulevard
Coppell Road to Grapevine Creek
Coppell, TX
ect Number: 94091193
Sample Information
Sample Date:
01/22/10 Sample Time:
Sampled By:
Barry Cuble
Weather Conditions:
Sunny, breezy
Accumulative Yards:
10 Batch Size (cy):
Placement Method:
Pump
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
15'S of Bridge, YE of W Edge
Placement Location:
Riprap, south span
Laboratory Test Data
Age at
Maximum
Set Specimen Diameter
Area
Date
Date
Test
Load
No. ID
(in)
(sq in)
Received
Tested
(days)
(lbs)
1 1
6.00
28.27
01/23/10
01/29/10
7
101,930
1 2
6.00
28.27
01/23/10
02/05/10
14
110,310
1 3
6.00
28.27
01/23/10
02/19/10
28
1 4
6.00
28.27
01/23/10
02/19/10
28
Comments:
1244
10
Compressive
Strength Fracture
(psi) Type
3,610 2
3,900 2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and c st compressive strength
samples.
Teri Rep.: Barry Cuble
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX (I) City of Coppell TX Reviewed By:
(1) City of Coppell TX (2) Halff Assoc Inc rl . Cl e nd, P.E.
(1) 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 locatiori(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.
CR0001, 5.21-09. Rev.l Page I of 1