ST1002-LR120611SERVICES: Performed gradation tests on lime treated soil.
TEST METHOD:
TEST LOCATION: Paving; at New Parking Lot
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
At NW corner just E of Hammond St. at NW quadrant
100
75
2
At NW corner just E of Hammond St., NE quadrant
100
80
3
At NW corner just E of Hammond St., SW quadrant
100
90
4
At NW corner just E of Hammond St., SE quadrant
100
90
Services: Perform gradation tests on lime stabilized soil.
Terracon Rep.: Francisco J. Morillo
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: ✓ ��
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed Eric J. Cleveland, P.E.
Senior Project 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.
CT0001, 9- 28-10, Revs Page 1 of 1 dgr
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Irerracon
Sampled By:
Bernardino Rojas
Report Number: 94111246.0246
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Service Date: 06/01/12
Sta. 3 +46
8901 Carpenter Frwy. Suite 100
Report Date: 06/11/12
No. ID
Dallas, TX 75247
Task:
Received
214- 630 -1010 Reg No: F -3272
Client
Project
(psi)
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
06/02/12
Engineering Dept
Between Coppell
Rd & Freeport
PO Box 9478
Coppell, TX
1 2
Coppell, TX 75019
Project Number:
94111246
Material Information Sample Information
Specified Strength: 3,000 psi (a�, 28 days
Mix ID: 1261
Supplier: Lattimore
Batch Time: 0919 Plant: 95
Truck No.: 7025 Ticket No.: 62931707
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 1/2 3 -5
5.2 3 -6
81
69
143.3
Sample Date:
06/01/12 Sample Time: 1020
Sampled By:
Bernardino Rojas
Weather Conditions:
Sunny
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
10
Water Added After (gal):
0
Sample Location:
Sta. 3 +46
Placement Location:
Sidewalks (a�, Sta. 3 +46. to Sta. 4 +10
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
06/02/12
06/08/12
7
91,480
3,240
2
1 2
6.00
28.27
06/02/12
06/08/12
7
94,110
3,330
2
Average
(7 days)
3,290
1 3
6.00
28.27
06/02/12
06/29/12
28
1 4
6.00
28.27
06/02/12
06/29/12
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.: Bernardino Rojas
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
Material Information Sample Information
Specified Strength: 4,200 psi (a�, 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 1335 Plant: 955
Truck No.: 3021 Ticket No.: 6432014
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
4 3 -5
4.5 3 -6
82
82
145.8
Sample Date:
05/11/12 Sample Time: 1430
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
300' S of Freeport
Placement Location:
Inlets, 516 Bethel Road and 300' S of
ID
Freeport
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
05/12/12
05/18/12
7 123,210
4,360
4
1
2
6.00
28.27
05/12/12
05/18/12
7 124,800
4,410
4
Average (7 days)
4,390
1
3
6.00
28.27
05/12/12
06/08/12
28 150,840
5,340
2
1
4
6.00
28.27
05/12/12
06/08/12
28 153,310
5,420
2
Average (28 days)
5,380
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 compressive strength
samples.
Terracon Rep.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
Material Information Sample Information
Specified Strength: 4,500 psi (a�, 28 days
Mix ID: 2025
Supplier: Lattimore
Batch Time: 0949 Plant: 955
Truck No.: 3012 Ticket No.: 64321996
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Result Specification
5 3 -5
5.0 3 -6
82
78
145.2
Sample Date:
05/11/12 Sample Time: 1040
Sampled By:
Albert Garcia
Weather Conditions:
Cloudy
Accumulative Yards:
10 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Southeast corner of intersection
Placement Location:
Paving - Bethel and Loch
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
05/12/12
05/14/12
3 129,370
4,580
2
1
2
6.00
28.27
05/12/12
05/18/12
7 148,360
5,250
4
1
3
6.00
28.27
05/12/12
05/18/12
7 145,800
5,160
4
Average (7 days)
5,210
1
4
6.00
28.27
05/12/12
06/08/12
28 178,890
6,330
2
1
5
6.00
28.27
05/12/12
06/08/12
28 175,520
6,210
3
Average (28 days)
6,270
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 compressive strength
samples.
Terracon Rep.: Albert Garcia
Reported To:
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CROOO1, 8- 27 -11, Revs Page 1 of 1
FIELD DENSITY TEST REPORT
Irerracon
Report Number: 94111246.0254
343
NW quadrant FG 1 6
116.4
23.3
25.0
93.1
98
344
Service Date: 06/09/12
8901 Carpenter Frwy. Suite 100
Report Date: 06/11/12
Dallas, TX 75247
Task:
214- 630 -1010 Reg No: F -3272
Client
Project
City of Coppell TX
Old Town Coppell & Bethel Road
Attn: Rick O'Dell
#ST10 -02
Engineering Dept
Between Coppell Rd & Freeport
PO Box 9478
Coppell, TX
Coppell, TX 75019
Project Number: 94111246
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 94111246.0038 Dark brown clay ( lime treated)
ASTM D698 24.4 95.0 -2/ +4 95
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) (pcf) (pcf) ( %) (pcf) ( %)
Datum: FG = Final grade Serial No: 2207
Comments: Test and /or retest 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 material moisture
condition.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CR0007, 4- 17 -12, Revs Page 1 of 1
New Parking Lot at Northwest Corner of Hammond Street
343
NW quadrant FG 1 6
116.4
23.3
25.0
93.1
98
344
SW quadrant FG 1 6
116.1
23.7
25.6
92.4
97
345
SE quadrant FG 1 6
114.6
23.5
25.8
91.1
96
346
NE quadrant FG 1 6
117.9
23.5
24.9
94.4
99
Datum: FG = Final grade Serial No: 2207
Comments: Test and /or retest 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 material moisture
condition.
Terracon Rep.: Francisco J. Morillo
Reported To: Superintendent
Contractor:
Report Distribution:
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Reviewed By: /
(1) City of Coppell TX, Emailed (1) City of Coppell TX, Emailed Eric J. Cleveland, P.E.
(1) Freese and Nichols Inc, Emailed (1) JRJ Paving LP, Emailed 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.
CR0007, 4- 17 -12, Revs Page 1 of 1