ST0701-LR100120CONCRETE COMPRESSIVE STRENGTH TEST REPORT iiiiiii No
Report Number: 94091 193.0059 lierracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
21 4- 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Sample Date:
01 /11 /10 Sample Time:
1145
Sampled By:
James C. Blackwell
Mix ID:
Weather Conditions:
Clear
Supplier: Redi -Mix
Accumulative Yards:
48 Batch Size (cy):
8
Batch Time: Plant:
On -site
Placement Method:
Direct Discharge
Truck No.: Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 1 +00
Test Result
Specification
Placement Location:
Pavement, westbound lane of
Slump (in): 3 1/4
3 -5
Southwestern Blvd., between Sta. 1 +15
Air Content 3.5
3 -6
and Sta. 3 +10
Concrete Temp. (F): 55
Ambient Temp. (F): 45
Plastic Unit Wt. (pcf): 152.0
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)
(Ibs) (psi)
Type
1 1 6.00 28.27
01/12/10
01 /18/10 7
144,200 5,100
2
1 2 6.00 28.27
01/12/10
01/25/10 14
1 3 6.00 28.27
01/12/10
02/08/10 28
1 4 6.00 28.27
01/12/10
02/08/10 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.: James C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City ol• Coppell TX (1) City of Coppell TX
(])City of Coppel l '1'x (2) Hal IT Assoc Inc
(1) Lacy Construction (1) PacTnist 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.
e•1eluxn. 5 -21 -M. tee,•.; Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0059 Irerracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 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 Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier: Redi -Mix
Batch Time: Plant: On -site
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %u):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Result Specification
3 3 -5
5.5 3 -6
60
49
150.0
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
1 D
(in)
(sq in)
2
1
6.00
28.27
2
2
6.00
28.27
2
3
6.00
28.27
2
4
6.00
28.27
Sample Date:
01 /11 /10 Sample Time: 1455
Sampled By:
James C. Blackwell
Weather Conditions:
Clear
Accumulative Yards:
120 Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 1 +95
Placement Location:
Southwestern Blvd., between Sta. 1 +15
28
and Sta. 3 +10
Age at Maximum
Date
Date
Test Load
Received
Tested
(days) (lbs)
01/12/10
01/18/10
7 126,050
01/12/10
01/25/10
14
01/12/10
02/08/10
28
01/12/10
02/08/10
28
Compressive
Strength Fracture
(psi) Type
4,460 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.: .lames C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppcll TX (1) City of Coppell TX
(1) City of Coppell l'X (2) Halff Assoc Inc
(1) Lacy Construction (1) PacTnist 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.
c'Rnnut. 5- 2i -on, Re11.7 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0059 lVerracon
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 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 B 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information
Specified Strength: 4,000 psi @
28 days
Sample Date:
01 /11 /10 Sample Time:
1608
Sampled By:
James C. Blackwell
Mix ID:
Weather Conditions:
Clear
Supplier: 1Zedi -Mix
Accumulative Yards:
208 Batch Size (cy):
8
Batch Time: Plant:
On -site
Placement Method:
Direct Discharge
Truck No.: Ticket
No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 3 +00
Test Result
Specification
Placement Location:
Southwestern Blvd., between
Sta. 1 +15
Slump (in): 3
3 -5
and Sta. 3 +10
Air Content (' %): 4.9
3 -6
Concrete Temp. (F): 62
Ambient Temp. (F): 54
Plastic Unit Wt. (pct): 149.9
Laboratory Test Data
Age at
Maximum Compressive
Set Specimen Diameter
Area
Date
Date 'Test
Load Strength
Fracture
No. 1 D (in)
(sq in)
Received
Tested (days)
(lbs) (psi)
Type
3 1 6.00
28.27
01/12/10
01/14/10 3
94,870 3,360
4
3 2 6.00
28.27
01/12/10
01/18/10 7
140,820 4,980
2
3 3 6.00
28.27
01/12/10
01/25/10 14
3 4 6.00
28.27
01/12/10
02/08/10 28
3 5 6.00
28.27
01/12/10
02/08/10 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.: James C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed By:
(1) City el' Coppcll Tx (1) City of Coppell TX
(1) City cl' Coppcll 'I'x (2) Halff Assoc Inc
(1) Lacy C•onstruclion (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.
Page 3 of 3
CRnnnl, 5.2 Lnv, Ruv.}
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0062 lVerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 63 0 - 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 Sample Information
Specified Strength:
4,000 psi @ 28 days
Sample Date:
01/12/10 Sample Time: 0921
Sampled By:
Christopher P. Moran
Mix ID:
Weather Conditions:
Clear, light breeze
Supplier:
Accumulative Yards:
16 Batch Size (cy): 8
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.;
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 3 +40
Test
Result
Specification
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Slump (in):
2
1-3
Air Content (' %)):
6.1
3 -6
Concrete Temp. (F):
52
Ambient Temp. (F):
40
Plastic Unit Wt. (pct): 147.5
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
01/13/10
01/19/10 7
148,250 5,240 4
1 2
6.00 28.27
01/13/10
01/26/10 14
1 -3
6.00 28.27
01/13/10
02/09/10 28
1 4
6.00 28.27
01/13/10
02/09/10 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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City nl' Coppcl I TX (1) City or Coppell TX
(I) City nl'Coppcll Tx (2) Halff Assoc Inc
(1) Lncy C'nnslruclioa (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 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'RINN)1. ±- 21 -IN), Rv,.3 Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT no iilpiliti
Report Number: 94091 193.0062 lVerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 630 -1010 R eg 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 Sample Information
Specified Strength: 4,000 psi a 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %o):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3374 1 -3
3.6 3 -6
54
42
151.0
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
2
1
6.00
28.27
01/13/10
2
2
6.00
28.27
01/13/10
2
3
6.00
28.27
01/13/10
2
4
6.00
28.27
01/13/10
Sample Date: 01/12/10 Sample Time: 1017
Sampled By: Christopher P. Moran
Weather Conditions: Clear, light breeze
Accumulative Yards: 112 Batch Size (cy): 8
Placement Method: Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location: Sta. 4 +25
Placement Location: Pavement, Sta. 3 +40 to Sta. 5 +50
Maximum
Age at
Date
Test
Tested
(days)
01/19/10
7
01/26/10
14
02/09/10
28
02/09/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
142,500
5 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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell Tx (1) City of Coppell TX
(1) City of Coppell TX (2) Halff Assoc Inc
(1) Lacy Construction (1) PncTrust Pacific Really 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.
clauun. 5- 21 -01), Rce.3 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0062 Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/20/10 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 Sample Information
Specified Strength:
4,000 psi @ 28 days
Sample Date:
01/12/10 Sample Time: 1042
Sampled By:
Christopher P. Moran
Mix ID:
Weather Conditions:
Clear, light breeze
Supplier:
Accumulative Yards:
208 Batch Size (cy): 8
Batch Time:
Plant:
Placement Method:
Direct Discharge
Truck No.:
Ticket No.:
Water Added Before (gal):0
Water Added After (gal):
0
Field Test Data
Sample Location:
Sta. 5 +25
Test
Result
Specification
Placement Location:
Pavement, Sta. 3 +40 to Sta. 5 +50
Slump (i►►):
23/4
1 -3
Air Content
5.2
3 -6
Concrete Temp. (F):
53
Ambient Temp. (F):
46
Plastic Unit Wt. (pcf): 149.7
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
3 1
6.00 28.27
01/13/10
01 /16/10 4
125,920 4,450 5
3 2
6.00 28.27
01/13/10
01/19/10 7
156,930 5,550 4
3 3
6.00 28.27
01/13/10
01/26/10 14
3 4
6.00 28.27
01/13/10
02/09/10 28
3 5
6.00 28.27
01/13/10
02/09/10 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.: Christopher P. Moran Started: 0700
Reported To: Finished: 1600
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of Coppell 'rx (1) City or Coppell TX y'
(1) City arcoppcll 'rx (2) HnlrrAssoc Inc
(1) Lacy Construction (1) PacTntst 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.
ruotxn, s -n -uo, Rev..', Page 3 of 3
FIELD DENSITY TEST REPORT
Report Number: 94091 194.001 I Irerracon
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/20/10 Dallas, TX 75247
214- 630 -1010 Reg No:F -3272
Client Project
PacTPUSt 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
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
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) PacTnist Pacific Really Associales LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'rX (2) Halff Assoc Inc
(1) 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.
('10007. 4 -w.09. 1(-2 Page I of I
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
( %)
(pcf)
( %)
( %)
1
94091 194.0012
Brown clay (lime treated)
ASTM D698
30.2
88.1
-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) (pef)
(pef)
( %)
(pef)
( %)
Paving, Southwestern Blvd.
19
Sta. 17 +00
FG 1
6 116.1
26.8
30.0
89.3
101
20
Sta. 19 +50
FG 1
6 116.2
26.3
29.2
89.9
102
21
Sta. 22+00
FG 1
6 116.9
26.3
29.0
90.6
103
22
Sta. 24+50
FG 1
6 115.9
27.0
30.4
88.9
101
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
Reported To: Superintendent
Contractor: Lacy Construction
Report Distribution:
(1) PacTnist Pacific Really Associales LP (1) City of Coppell TX Reviewed By:
(1) City of Coppell 'rX (2) Halff Assoc Inc
(1) 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.
('10007. 4 -w.09. 1(-2 Page I of I
FIELD DENSITY TEST REPORT
Report Number: 94091 194.0015 Irerracon
Service Date: 01115110 8901 Carpenter Frwy.
Report Date: 01/20/10 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
Mat. Proctor
No. Ref. No. Classification and Description
1 94091 193.0009 Dark brown clay, with sand &
gravel
Field Test Data
Test
No. Test Location
Storm Sewer
Laboratory
Test Method
ASTM D698
Probe Wet
Lift / Mat. Depth Density
Elev. No. (in) (pef)
Lab Test Data
Project Requirements
Optimum
Max. Lab
Water
Dry Unit
Water
Minimum
Content
Weight
Content
Compaction
( %)
(Pcf)
( %)
( %)
19.9
105.1
0/ +4
95
Water
Water
Dry Unit
Percent
Content
Content
Weight
Compaction
(pcf)
( %)
(PC')
( %)
23 Sta. 0 +30 2' bfg 1 6 124.5 20.8 20.1 103.7 99
24 Sta. 1 +00 2' bfg 1 6 125.0 24.1 23.9 100.9 96
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.: Barry Cuble
Reported To: Oscar w /Lacy Construction
Contractor: Lacy Construction
Report Distribution:
(1) PacTrusl Pacific Really Associates LP (1) City of Coppell TX Reviewed By:
(I) City orCoppell 'rx (2) Halff Assoc Inc Eric J. tle V land, P.E.
(l) Lacy Construction 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.
cantxn, 4- 30-411), ltcv., Page 1 of
FIELD DENSITY TEST REPORT Irerracon
Report Number: 94091 193.0058
Service Date: 01/11/10 8901 Carpenter Frwy.
Report Date: 01/20/10 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
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) (Pc0 ( %) (Pcf1 (%)
Project Number: 94091193
Material Information
Lab Test Data
Project Requirements
Optimum Max. Lab
Sta.1 +75 FSG 1
4
110.8
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
Test
No. Test Location
Probe Wet Water Water Dry Unit Percent
Lift / Mat. Depth Density Content Content Weight Compaction
Elev. No. (in) (Pcf) (Pc0 ( %) (Pcf1 (%)
Datum: FSG = final subgrade Gauge ID: 32769
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.: James C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of' Coppell TX (1) City of Coppell TX y'
(1) City of'Coppell'rx (2) Hnlff Assoc Inc
(1) Lacy Construclinn (1) PncTntst Pacific Really Associates LP
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.
CR11007.4.30.09. Ilxv.2 Page I of
Westbound Lane Subgrade, SW Blvd.
27
Sta.1 +75 FSG 1
4
110.8
30.3
37.7
80.5
102
28
Sta.2 +75 FSG 1
4
105.5
30.3
40.3
75.2
95
29
Sta.3 +75 FSG 1
4
107.4
29.8
38.4
77.6
98
30
Sta.4 +75 FSG 1
4
106.5
.29.6
38.5
76.9
97
Datum: FSG = final subgrade Gauge ID: 32769
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.: James C. Blackwell
Reported To:
Contractor: Lacy Construction
Report Distribution: Reviewed B
(1) City of' Coppell TX (1) City of Coppell TX y'
(1) City of'Coppell'rx (2) Hnlff Assoc Inc
(1) Lacy Construclinn (1) PncTntst Pacific Really Associates LP
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.
CR11007.4.30.09. Ilxv.2 Page I of