ST0701-LR100317CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0092 1 re im ra r. o n
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 03/17/10 Revision 2 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID: DCC06504
Supplier: Redi -Mix
Batch Time: 0924 Plant: 259
Truck No.: 1321 Ticket No.: 25163152
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
53/4 3 -5
4.0 3 -6
50
40
149.2
Laboratory Test Data
Set
Specimen
Diameter
No.
ID
(in)
1
1
6.00
1
2
6.00
1
3
6.00
1
4
6.00
Area
Date
(sq in)
Received
28.27
02/18/10
28.27
02/18/10
28.27
02/18/10
28.27
02/18/10
Sample Date:
02/17/10 Sample Time: 1030
Sampled By:
Burl E. Thomas
Weather Conditions:
Clear
Accumulative Yards:
5 Batch Size (cy): 5
Placement Method:
Direct Discharge
Water Added Before (gal):5
Water Added After (gal):
0
Sample Location:
12'E of W end
Placement Location:
Bridge Rail, Span #1, S side
Compressive
Age at
Maximum
Date
Test
Load
Tested
(days)
(lbs)
02/24/10
7
145,960
03/03/10
14
152,300
03/17/10
28
173,800
03/17/10
28
178,380
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
5,160
2
5,390
4
6,150
2
6,310
2
6,230
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 fie.
samples.
Terracon Rep.: Burl E. Thomas Started: 0830
Reported To: Finished: 1130
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell TX (1) City of Coppell TX y'
(1) City of Coppell TX (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.
CR0001, 5- 21 -09, Rev.3 Page I of 1
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091193.0093 Irerracon
Service Date: 02/17/10 8901 Carpenter Frwy.
Report Date: 03/17/10 Revision 2 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
Specified Strength: 4,000 psi @ 28 days
Mix ID: 1701
Supplier: Lattimore
Batch Time: 0845 Plant: 06
Truck No.: 7005 Ticket No.: 636581
Field Test Data
Test
Slump (in):
Air Content ( %):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
33/4 3 -5
5.1 3 -6
47
39
143.6
Laboratory Test Data
Sample Information
Diameter
Sample Date:
02/17/10 Sample Time: 0936
Sampled By:
Juan Lopez
Weather Conditions:
Clear
Accumulative Yards:
20 Batch Size (cy): 10
Placement Method:
Direct Discharge
Water Added Before (gal):0
02/18/10
Water Added After (gal):
0
Sample Location:
Sta. 12 +98
Placement Location:
Pavement, eastbound lane on
1 3
Southwestern Blvd. at Sta. 1 +00 - Sta.
28.27
1 +30; Sta. 12 +90 - Sta. 13 +33; and Sta.
03/17/10
3 +32
Set Specimen
Diameter
Area
Date
Date
No. ID
(in)
(sq in)
Received
Tested
1 1
6.00
28.27
02/18/10
02/24/10
1 2
6.00
28.27
02/18/10
03/03/10
1 3
6.00
28.27
02/18/10
03/17/10
1 4
6.00
28.27
02/18/10
03/17/10
Age at
Maximum
Test
Load
(days)
(lbs)
7
120,210
14
132,560
28
160,150
28
168,010
Average
(28 days)
Compressive
Strength
Fracture
(psi)
Type
4,250
2
4,690
2
5,660
4
5,940
2
5,800
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 fie.
samples.
Terracon Rep.: Juan Lopez Started: 0900
Reported To: Finished: 1200
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell TX
(1) City of Coppell TX
(1) Lacy Construction
Test Methods:
(1) City of Coppell TX Reviewed By:
(2) Halff Assoc Inc
(1) PacTrust Pacific Realty Associates LP
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 I of 1
Senior Project Manager
FIELD DENSITY TEST REPORT
Report Number: 94091193.0110 Irerracon
Service Date: 03/11/10 8901 Carpenter Frwy.
Report Date: 03/16/10 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 Creek
Coppell, TX
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 matrial moisture
condition.
Terracon Rep.: Francisco J. Morillo Started: 1200
Reported To: Finished: 1300
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppell - I'x (1) City of Coppell TX Reviewed By: _
(1) City of Coppell Tx (2) t-talff Assoc Inc Eric Cleveland, P.E.
(1) Lacy Construction (I ) PacTrust Pacific Realty 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.
Ciunun..i- :o -rn Ice, 2 Page I of I
Project Number: 9409119'
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 94091 193.0055
Dark gray clay (lime treated)
ASTM D698
38.2
79.1
-2/ +4
95
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)
( %)
Paving, East Bound Southwestern Boulevard
39 Sta.7 +00
FG 1
6 110.6
30.1
37.4
80.5
102
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 matrial moisture
condition.
Terracon Rep.: Francisco J. Morillo Started: 1200
Reported To: Finished: 1300
Contractor: Lacy Construction
Report Distribution:
(1) City ol'Coppell - I'x (1) City of Coppell TX Reviewed By: _
(1) City of Coppell Tx (2) t-talff Assoc Inc Eric Cleveland, P.E.
(1) Lacy Construction (I ) PacTrust Pacific Realty 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.
Ciunun..i- :o -rn Ice, 2 Page I of I