ST0701-LR100121LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number:94091 194.0012 Ireirrocan
Service Date: 01/12/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214 - 630 - 1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 S011thwest Sequoia Pkwy Ste 300
Portland, OR 97224
Material Information
Source of Material: Treated on site
Proposed Use: Paving subgrade
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pcf):88.1
Optimum Water Content (' %r; 30.2
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Project Number 94091194
Sample Information
Sample Date: 01/12/10
Sampled By: Francisco J. Morillo
Sample Location: Eastbound, Southwestern Blvd., Sta. 17 +50
Sample Description: Brown clay (lime treated)
Result Specifications
Liquid Limit: 44
Plastic Limit: 36
Plasticity Index: 8
90
89
Zero Air Voids Curve for Assumed
Specific Gravity 2.65
v-
U 88
a
87
L 86
_m
Q 85
_ 84
C 83
D
T 82
O 81
80
33 34 35 36 37 3
Water Content ( %)
Comments:
Services: Moisture- Density Relations
Terracon Rep:Francisco J. Morillo
Reported To:
Contractor: Lacy Construction
Report Distribution:
( I ) Paerrusl Pacific Really Assuciutes LP (I) City ol'Coppell TX
(1) City oI Coppell'fx (2) Hilff Assoc Inc
(1) Lacy Cunslruction
Reviewed By:
Eric J. Clevela d, P.E.
Senior Project Wage:
Test Methods: ASTM D698, ASTM D4318
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the clie
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicabl
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.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT 11111111 1011111
Report Number: 94091 194.0013 lFerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214- 630 -10 10 Reg No:F -3272
Client Project
PacTrust 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
Project Number: 94091194
Material Information Sample Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
23/4 1 -3
6.5 3 -6
60
53
147.7
Laboratory Test Data
Set Specimen
Diameter
Area
Date
No. ID
(in)
(sq in)
Received
1 1
6.00
28.27
01/14/10
1 2
6.00
28.27
01/14/10
1 3
6.00
28.27
01/14/10
1 4
6.00
28.27
01/14/10
Sample Date:
01/13/10 Sample Time: 1400
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 23 +00
Placement Location:
Paving, east of bridge from Sta. 15 +50
to Sta. 23 +00
Maximum
Age at
Date
Test
Tested
(days)
01/20/10
7
01/27/10
14
02/10/10
28
02/10/10
28
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
143,840
5 2
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement locationq perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PIIcTrusl Pacific Realty Associnlcs LP (1) Cily of Coppell TX
(1) Cily ol'Coppell 'I'X (2) Halff Assoc Inc
(1) Lacy Constmelion
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 1 of 4
CR111111I. + -? 1 •09, Rcv.3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0013
Service Date: 01/13/10
Report Date: 01/21/10
terracon
8901 Carpenter Frwy.
Dallas, TX 75247
214- 630 -1010 Reg No: F -3272
Client
Project
PacTI - USt 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
Project Number: 94091194
Material Information
Sample Information
Specified Strength: 4,000 psi @ 28
days
Sample Date:
01/13/10 Sample Time: 1429
Sampled By:
Christopher P. Moran
Mix ID:
Weather Conditions:
Overcast, windy
Supplier:
Accumulative Yards:
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. 21 +25
Test Result
Specification
Placement Location:
Paving, east of bridge from Sta. 15 +50
Slump (in): 3
1 -3
to Sta. 23 +00
Air Content 5.9
3 -6
Concrete Temp. (F): 58
Ambient Temp. (F): 50
Plastic Unit Wt. (pcf): 149.6
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
2 1 6.00 28.27
01/14/10
01/20/10 7
156,620 5,540 2
2 2 6.00 28.27
01/14/10
01/27/10 14
2 3 6.00 28.27
01/14/10
02/10/10 28
2 4 6.00 28.27
01/14/10
02/10/10 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: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) NcTrasl Pneilic Realty Associates LP (1) City of Coppell TX
(1) City of Coppcll'I'x (2) HnlfrAssoc Inc
(1) Lacy Construction
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.
CRM)1, 5- 21 -09. Iter.3 Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 194.0013 Iterracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214 - 630 -1010 Reg No: F -3272
Client
PacTrust Pacific Realty Associates LP
Attn: Matthew Oyen
15350 Soutliwest Sequoia Pkwy Ste 300
Portland, OR 97224
4,000 psi r@ 28 days
Project Number: 94091194
Material Information Sample Information
Specified Strength
Mix ID:
Supplier:
Batch Time:
Truck No.:
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Plant:
Ticket No.:
Result Specification
2 1 -3
6.4 3 -6
58
50
149.1
Project
Southwestern Boulevard
Grapevine Creek to Beltline Road
Coppell, TX
Sample Date:
01/13/10 Sample Time: 1532
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal):
0
Sample Location:
Sta. 19 +10
Placement Location:
Paving, east of bridge from Sta. 15 +50
to Sta. 23 +00
Laboratory Test Data
Set Specimen
No. I D
Com
Diameter
Area
Date
Date
(sq in)
Received
(in) Tested
28.27
01/14/10
6.00 01/20/10
28.27
01/14/10
6.00 01/27/10
28.27
01/14/10
6.00 02/10/10
28.27
01/14/10
6.00 02/10/10
Samples Made By: Terracon
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
151,030 5,340 2
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: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PNcTnist PNcilic Really Associates LP (1) City orCoppell TX
(1) City orcoppcll Tx (2) HNIff Assoc Inc
(1) Lacy Construction
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.
CRINNIL 3-21-09. RUV.I Page 3 of 4
Samples Made By: Terracon
Age at
Test
(days)
7
14
28
28
Maximum Compressive
Load Strength Fracture
(lbs) (psi) Type
151,030 5,340 2
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: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PNcTnist PNcilic Really Associates LP (1) City orCoppell TX
(1) City orcoppcll Tx (2) HNIff Assoc Inc
(1) Lacy Construction
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.
CRINNIL 3-21-09. RUV.I Page 3 of 4
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: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PNcTnist PNcilic Really Associates LP (1) City orCoppell TX
(1) City orcoppcll Tx (2) HNIff Assoc Inc
(1) Lacy Construction
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.
CRINNIL 3-21-09. RUV.I Page 3 of 4
Area
(sq in)
28.27
Date
01/14/10
CONCRETE COMPRESSIVE STRENGTH TEST REPORT Irerracon
Report Number: 94091 194.0013
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214 - 630 -1010 Reg No:F -3272
Client
PaCT 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 @ 28 days
Mix ID:
Supplier:
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content ( %,):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Result Specification
3 1 -3
6.3 3 -6
58
49
148.1
Sample Date:
01/13/10 Sample Time: 1641
Sampled By:
Christopher P. Moran
Weather Conditions:
Overcast, windy
Accumulative Yards:
400 Batch Size (cy): 6
Placement Method:
Direct Discharge
Water Added Before (gal):0
Water Added After (gal): 0
Sample Location:
Sta. 17 +25
Placement Location:
Paving, east of bridge from Sta. 15 +50
28.27
to Sta. 23 +00
Laboratory Test Data
Compressive
Load
Strength Fracture
Age at
Set Specimen Diameter
Area
Date
Date
Test
No. I D (in)
(sq in)
Received
Tested
(days)
4 1 6.00
28.27
01/14/10
01/20/10
7
4 2 6.00
28.27
01/14/10
01/27/10
14
4 3 6.00
28.27
01/14/10
02/10/10
28
4 4 6.00
28.27
01/14/10
02/10/10
28
Comments:
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
144,890
5,120 2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location$ perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 1330
Reported To: Finished: 1800
Contractor: Lacy Construction
Report Distribution:
(1) PacTrust Pacific Really Assoclntes LP (1) City of Coppell TX Reviewed By :
(1) City of Coppell Tx (2) Halff Assoc Inc
(1) Lacy Comirtiction
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.
i'tuunn. 5.21 -rn9. a�' i Page 4 of 4
Senior Project Manager
CONCRETE COMPRESSIVE STRENGTH TEST REPORT am
Report Number: 94091 193.0064 'InFerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214 - 630 - 1010 Reg No: F -3272
Client Project
City of Coppell TX Southwestern Boulevard
AUn: Keith Marvin Coppell Road to Grapevine Creek
PO Box 9478 Coppell, TX
Coppell, TX 75019
Project Number: 94091193
Material Information Sample Information 1
Specified Strength:
4,000 psi @
28 days
Sample Date:
01/13/10 Sample Time:
0958
Sampled By:
Christopher P. Moran
Mix ID:
Weather Conditions:
Sunny, light breeze
Supplier: Lacy
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. 12 +60
Test
Result
Specification
Placement Location:
Paving from Sta. 7 +25 to Sta.
12 +60,
Slump (in):
4
1 -3
west of bridge
Air Content (' %,):
9.2
3 -6
Concrete Temp. (F):
52
Ambient Temp. (F):
46
Plastic Unit Wt. (pct): 142.1
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
01/14/10
01/20/10 7
135,440 4,790
2
1 2
6.00
28.27
01/14/10
01/27/10 14
1 3
6.00
28.27
01/14/10
02/10/10 28
1 4
6.00
28.27
01/14/10
02/10/10 28
Comments:
Samples Made By: Teri
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfredo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City of C'appcll 'I'x (1) City of Coppell TX
(1) City nl'Cuppcll 'I'X (2) Halff Assoc Inc
(1) Lacy Conxunctio„ (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.
Page I of 3
CItUOU 1. 5.21 -U9, Rcv.7
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0064 lVerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 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
Project Number: 94091193
Material Information
Sample Information
Specified Strength: 4,000 psi @
28 days
Sample Date:
01/13/10 Sample Time:
1055
Sampled By:
Christopher P. Moran
Mix ID:
Weather Conditions:
Sunny, light breeze
Supplier: Lacy
Accumulative Yards:
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. 10 +25
Test Result
Specification
Placement Location:
Paving from Sta. 7 +25 to Sta.
12 +60,
Slump (in): 3
1 -3
west of bridge
Air Content ( %,): 5.0
3 -6
Concrete Temp. (F): 57
Ambient Temp. (F): 48
Plastic Unit Wt. (pcf): 151.0
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)
(lbs) (psi)
Type
2 1 6.00
28.27
01/14/10
01/16/10 3
108,890 3,850
5
2 2 6.00
28.27
01/14/10
01/20/10 7
130,560 4,620
2
2 3 6.00
28.27
01/14/10
01/27/10 14
2 4 6.00
28.27
01/14/10
02/10/10 28
2 5 6.00
28.27
01/14/10
02/10/10 28
Comments:
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran Started: 0800
Reported To: Alfi•edo, Lacy Construction Finished: 1330
Contractor: Lacy Construction
Report Distribution:
(1) City or Coppell Tx (1) City of Coppell TX
(1) City of Coppell '1'x (2) Halff Assoc Inc
(1) Lacy Construction (1) PncTntst 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.
r•tuwmi. 5.31.09, Rev.) Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94091 193.0064 lVerracon
Service Date: 01/13/10 8901 Carpenter Frwy.
Report Date: 01/21/10 Dallas, TX 75247
214- 630 -1 010 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: Lacy
Batch Time: Plant:
Truck No.: Ticket No.:
Field Test Data
Test
Slump (in):
Air Content (' %t):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Result Specification
3 1/4 1 -3
5.9 3 -6
59
50
148.6
Laboratory Test Data
Set
Specimen
Diameter
Area
Date
No.
ID
(in)
(sq in)
Received
3
1
6.00
28.27
01/14/10
3
2
6.00
28.27
01 /14 /10
3
3
6.00
28.27
01/14/10
3
4
6.00
28.27
01/14/10
m m ents:
(1) City of Coppell TX
(2) Halff Assoc Inc
(1) PncTtnst Pacific Really Associates LP
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
97,580
3,450 2
Samples Made By: Terracon
Services: Obtain samples of fresh concrete at the placement location4 perform required field tests and cast compressive strength
samples.
Terracon Rep.: Christopher P. Moran
Reported To: Alfredo, Lacy Construction
Contractor: Lacy Construction
Report Distribution:
(1) City of Coppell "rx
(1) City of Coppcll'I'x
(1) Lacy Construction
Test Methods:
Sample Date:
01/13/10 Sample Time: 1145
Sampled By:
Christopher P. Moran
Weather Conditions:
Sunny, light breeze
Accumulative Yards:
Batch Size (cy): 8
Placement Method:
Direct Discharge
Water Added Before (gal):0
28
Water Added After (gal):
0
Sample Location:
Sta. 8 +00
Placement Location:
Paving fiorn Sta. 7 +25 to Sta. 12 +60,
west of bridge
Started: 0800
Finished: 1330
Reviewed By:
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.
Cntxnt1. 5- 2t -ou, ttm.1 Page 3 of 3
Senior Project Manager
Age at
Date
Test
Tested
(days)
01/20/10
7
01%27/10
14
02/10/10
28
02/10/10
28
Started: 0800
Finished: 1330
Reviewed By:
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.
Cntxnt1. 5- 2t -ou, ttm.1 Page 3 of 3
Senior Project Manager