Fairfield Inn-LR170330CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0037 Irerracon
Service Date: 03/30/17 8901 Carpenter Fwy Ste 100
Report Date: 04/10/17 Dallas, TX 75247-4547
Task: 214-630-1010 Reg No•F-3272
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Material Information
Specified Strength: 6,000 psi @ 28 days
Mix ID: 7520
Supplier: Charley's
Batch Time: 1100 Plant: 12
Truck No.: 1368 Ticket No.: 421464
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
5 3-5
4.0 3-6
76
62
141.6
Project
Fairfield Inn - Coppell TX
Northpoint Or at SH 121
Coppell, TX
Proiect Number: 94161112
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set
Specimen
Avg Diam.
Area Date
Date
No.
ID
(in)
(sq in) Received
Tested
1
1
4.00
12.57
04/06/17
1
2
4.00
12.57
04/27/17
1
3
4.00
12.57
04/27/17
1
4
4.00
12.57
04/27/17
1
5
4.00
12.57
05/25/17
03/30/17 Sample Time: 1215
Jamar George
Light breeze
10/30 Batch Size (cy): 10
Direct Discharge
See Placement Location
Northpoint Dr., Rear of Street, NE
Dumpster Pad Slab
Age at Maximum Compressive
Test Load Strength Fracture
(days) (lbs) (psi) Type
7 51,585 4,110 4
28
28
28
56
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Jamar George
Reported To:
Contractor:
Report Distribution:
(1)Northpoint Construction, Dilip Pranav (1) Kencarkey Interests LLC, Jeremy Henicke Reviewed By: _
(1)Northpoint Construction, Jamic Ogden
Senior Project Materials Engineer
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.
CR°°°1, 11-16-12, R0vb Page 1 of 1
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94161112.0036
Service Date: 03/30/17 8901 Carpenter Fwy Ste 100
Report Date: 04/10/17 Dallas, TX 75247-4547
214-630-1010 RegNo:F-3272
Client Project
Northpoint Construction Fairfield Inn - Coppell TX
Attn: Dilip Pranav Northpoint Dr at SH 121
8530 Esters Blvd Coppell, TX
Irving, TX 75063
Project Number: 94161112
PROJECT DATA
Drawings Utilized: Sheets/Details: TR -1.0, dated 01/05/17
Locations/Items Observed: Reinforcing steel bar @ Dumpster Pad
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
ANCORRECT
i ITEMSOBSERVED
CORRECT
ANCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
Placing Drawings
Approved
X
Be, Length and Shape
X
Column Tie Spacing B Type
Bersize
X
Proper Bar Placement
X
Stirrup Spacing S Type
Bar Dome
X
Property Tied
X
Waded Splices
Reber Clean
X
Dowel Bars In Place
X
Mechenleal splices
Tmsh B Debris Removed
X
Proper Bar Supports
X
rapped Spikes
X
Numberof Bars
X
Proper CoverlClearence
X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Jamar George
Reported To:
Contractor:
Report Distribution:
(I) Northpoint Constmction, Dilip Pranav (1) Kencarkey Interests LLC, Jeremy
Hcnicke
(1) Northpoint Construction, Jamie Ogden
Reviewed By: s
Davi-Iri'el;-10
Senior Project Materials Engineer
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.
R940003, 07-01-12, Rev.() Page 1 of 1 dka
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0043 Irerracon
Service Date: 04/06/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Dallas, TX 75247-4547
Task: 214-630-1010 Reg No:F-3272
Client Project
Northpoint Construction Fairfield Inn - Coppell TX
Attn: Dilip Pranav Northpoint Dr at SH 121
8530 Esters Blvd Coppell, TX
Irving, TX 75063
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
4703
Supplier:
Charley's Concrete
Batch Time:
1036 Plant: Keller
Truck No.:
751 Ticket No.: 163286
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Yield (Cu. Yds.):
Result
Specification
53/4
4-6
3.8
3.5-6.5
74
1
69
1
146.9
4.00
Laboratory Test Data
Set
Specimen
Avg Diam.
No.
ID
(in)
1
1
4.00
1
2
4.00
1
3
4.00
1
4
4.00
1
5
4.00
Comments:
Project Number: 9416111:
Sample Information
Sample Date:
04/06/17 Sample Time: 1125
Sampled By:
Michael Kennedy
Weather Conditions:
Clear
Accumulative Yards:
10/30 Batch Size (cy): 10
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
10' N from SW comer of Elevator pit
Placement Location:
Elevaror Pit, Walls & Perimeter Beam
Age at
Area
Date
Date
Test
(sq in)
Received
Tested
(days)
12.57
04/07/17
04/13/17
7
12.57
04/07/17
04/20/17
14
12.57
04/07/17
05/04/17
28
12.57
04/07/17
05/04/17
28
12.57
04/07/17
06/01/17
56
Maximum
Compressive
Load
Strength Fracture
(lbs)
(psi) Type
38,670
3,080 1
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Michael Kennedy
Reported To: James
Contractor:
Report Distribution:
(1) Northpoint Construction, Dine Pranav (1) Kencarkey Interests LLC, Jeremy Henicke Reviewed By: _ r
(1) Northpoint Construction, Jamie Ogden '�• B -r' •� `
Senior Project Materials Engineer
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.
CR0001,11-I6.12,Re16 Page I of I
REINFORCING STEEL OBSERVATIONS REPORT
Report Number: 94161112.0042
Service Date: 04/06/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Client Project
Northpoint Construction Fairfield Inn - Coppell TX
Attn: Dilip Pranav Northpoint Dr at SH 121
8530 Esters Blvd Coppell, TX
Irving, TX 75063
Number: 94161112
PROJECT DATA
Drawings Utilized: Sheets/Details: Elevation Pit Wall @ FD -0.2/14+15, dated 07/16/15 & FD -0.5/22 dated 07/16/15,
Beam
Locations/Items Observed: Elevator Pit Walls & Perimeter Beam
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED
CORRECT
INCORRECT
ITEMS OBSERVED.
CORRECT
INCORRECT '.
Placing Drawings
Approved
X
Bar Length and Shape
X
Carman Tie Spacing &Typo
Bar Size
X
Proper Bar Placement
X
Stirrup spacing &Type
Bar Goods
X
Prcimly Tied
X
WOldod Splices
Rebar Clean
X
Dowel Bars In Place
X
Mechanical Splices
Trash &Debris Removed
X
Proper Bar Supports
X
Lapped Splices
X
Number of Bars
X
Proper CovedCiearence
X
Discrepancies/Comments:
No discrepancies were noted at the time of this observation
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Michael Kennedy
Reported To: James
Contractor:
Report Distribution:
(I) Northpoint Construction, Dilip Pranav (1) Kencarkey Interests LLC, Jeremy
Henicke
(I)Northpoint C(ostrUction, Jamic Ogden Reviewed By:
David A. liLrl
Senior Project Materials Engineer
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.
R940003, 07-01-12, Rev() Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0034 Irer
racon
Service Date: 03/15/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Revision 2 - 28-day results Dallas, TX 75247-4547
Task: 214-630-1010 Reg No:F-3272
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0405
Truck No.:
740
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Yield (Cu. Yds.):
Plant:
125107
Ticket No.:
161844
Result
Specification
43/4
3-5
5.5
3.5-5.5
59
03/18/17
49
4.00
143.3
03/22/17
Laboratory Test Data
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Proiect Number: 94161112
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Set Specimen
Avg Diam.
Area Date
Date
No. ID
(in)
(sq in) Received
Tested
1 1
4.00
12.57
03/18/17
1 2
4.00
12.57
03/22/17
1 3
4.00
12.57
04/12/17
I 4
4.00
12.57
04/12/17
1 5
4.00
12.57
04/12/17
4.00 12.57
05/10/17
03/15/17 Sample Time: 0445
Siale (Charlie) Langi
Partly cloudy
40/280 Batch Size (cy): 10
Pump
0
0
Location #1, see attached sketch
Pavement, see attached sketch
Age at
Maximum
Test
Load
(days)
(lbs)
3
47,890
7
51,715
28
54,810
28
66,470
28
61,810
Average
(28 days)
56
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
3,810
2
4,120
3
4,360
5
5,290
5
4,920
5
4,860
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Siale (Charlie) Langi
Reported To:
Contractor:
Report Distribution:
(1) Nonhpoint Construction, Dilip Pmnav
(1) Northpoint Construction, Jamie Ogden
Test Methods:
(1) Kenearkey Interests LLC, Jeremy Henicke
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, 11-16-12, Ree6 Page I of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0034 Ferracon
Service Date: 03/15/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Revision 2 - 28 -day results Dallas, TX 75247-4547
Task: 214-630-1010 Reg No:F-3272
Client Project
Northpoint Construction Fairfield Inn - Coppell TX
Attn: Dilip Pranav Northpoint Dr at SH 121
8530 Esters Blvd Coppell, TX
Irving, TX 75063
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0455
Truck No.:
983
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pct):
Yield (Cu. Yds.):
Plant: 125107
Ticket No.: 161852
Result Specification
43/4 3-5
5.5 3.5-5.5
59
49
143.7
Project Number: 94161112
Sample Information
Sample Date:
03/15/17 Sample Time:
Sampled By:
Siale (Charlie) Langi
Weather Conditions:
Partly cloudy
Accumulative Yards:
120/280 Batch Size (cy):
Placement Method:
Pump
Water Added Before (gal):
0
Water Added After (gal):
0
Sample Location:
Location #2, see attached sketch
Placement Location:
Pavement, see attached sketch
0545
10
Laboratory Test Data
Age at
Maximum
Compressive
Set
Specimen Avg Diam.
Area Date
Date
Test
Load
Strength
Fracture
No.
ID
(in)
(sq in) Received
Tested
(days)
(lbs)
(psi)
Type
2
1
4.00
12.57
03/18/17
3
50,120
3,990
3
2
2
4.00
12.57
03/22/17
7
63,990
5,090
2
2
3
4.00
12.57
04/12/17
28
75,600
6,020
2
2
4
4.00
12.57
04/12/17
28
72,770
5,790
3
2
5
4.00
12.57
04/12/17
28
74,440
5,920
2
Average (28 days)
5,910
2
6
4.00
12.57
05/10/17
56
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Siale (Charlie) Langi
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Dint, Prmav
(1) Northpoint Construction, Jamie Ogden
Test Methods:
(1) Kemukey Interests LLC, Jeremy Henicke
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, 11-16-12, Rev.6 Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 94161112.0034 Irerracon
Service Date: 03/15/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Revision 2 - 28-day results Dallas, TX 75247-4547
Task: 214-630-1010 Reg No:F-3272
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Material Information
Specified Strength: 4,000 psi @ 28 days
Mix ID:
5632
Supplier:
Charley's
Batch Time:
0532
Truck No.:
721
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pef):
Yield (Cu. Yds.):
Plant: 125107
Ticket No.: 161860
Result
Specification
5
3-5
5.1
3.5-5.5
58
(sq in)
47
1
144.5
12.57
Laboratory Test Data
Set
Specimen
Avg Diam.
Area
No.
ID
(in)
(sq in)
3
1
4.00
12.57
3
2
4.00
12.57
3
3
4.00
12.57
3
4
4.00
12.57
3
5
4.00
12.57
3
6
4.00
12.57
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Proiect Number: 94161112
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
Date Date
Received Tested
03/18/17
03/22/17
04/12/17
04/12/17
04/12/17
05/10/17
03/15/17 Sample Time: 0630
Siale (Charlie) Langi
Partly cloudy
200/280 Batch Size (cy): 10
Pump
Location #4, see attached sketch
Pavement, see attached sketch
Age at
Maximum
Test
Load
(days)
(Ibs)
3
36,980
7
48,535
28
50,900
28
52,390
28
53,250
Average (28 days)
56
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
2,940
3
3,860
2
4,050
3
4,170
2
4,240
2
4,150
Services: Obtain samples of fresh concrete at the placement locations, perforin required field tests and cast compressive strength
samples.
Terracon Rep.: Siale (Charlie) Langi
Reported To:
Contractor:
Report Distribution:
(1) Nonhpoint Constmction, Dilip Pmnav (1) Kencarkey lntemsts LLC, Jeremy Henicke Reviewed By:
(1) Northpoint Constmctien, Jamie Ogden UA.B_WAg- s
Senior Project Materials Engineer
Test Methods:
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, 11-16-12, Rev.6 Page 3 of 3
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CONCRETE COMPRESSIVE STRENGTH TEST REPORT S
Report Number: 94161112.0033 Irerr
Service Date: 03/15/17 8901 Carpenter Fwy Ste 100
Report Date: 04/16/17 Revision 1 - 28 -day results Dallas, TX 75247-4547
Task: 214-630-1010 Reg No:F-3272
Client
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Material Information
Specified Strength: 6,000 psi @ 28 days
Mix ID: 7520
Supplier: Charley's
Batch Time: 0323 Plant: 125501
Truck No.: 724 Ticket No.: 161840
Field Test Data
Test
Slump (in):
Air Content (%):
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Laboratory Test Data
Result Specification
43/4 3-5
5.4 3.5-5.5
58
49
144.1
Set
Specimen
Avg Diam.
Area
No.
ID
(in)
(sq in)
I
1
4.00
12.57
1
2
4.00
12.57
1
3
4.00
12.57
1
4
4.00
12.57
1
5
4.00
12.57
1
6
4.00
12.57
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SII 121
Coppell, TX
Project Number: 94161112
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
Accumulative Yards:
Placement Method:
Water Added Before (gal):
Water Added After (gal):
Sample Location:
Placement Location:
03/15/17 Sample Time: 0415
Siale (Charlie) Langi
Partly cloudy
40/50 Batch Size (cy): 10
Pump
0
0
See Placement Location
Pavement, see attached sketch
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Age at
Maximum
Date Date
Test
Load
Received Tested
(days)
(lbs)
03/18/17
3
39,780
03/22/17
7
57,710
04/12/17
28
74,560
04/12/17
28
79,290
04/12/17
28
74,750
Average (28 days)
05/10/17
56
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Compressive
Strength
Fracture
(psi)
Type
3,170
5
4,590
5
5,930
2
6,310
3
5,950
2
6,060
Services: Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength
samples.
Terracon Rep.: Siale (Charlie) Langi
Reported To:
Contractor:
Report Distribution:
(1) Northpoint Construction, Di(ip Pmnav (1) Kencarkey Interests LLC, Jeremy Henicke Reviewed By:
(I) Northpoint Construction, Jamie Ogden IM d'A. Bt!j
Senior Project Materials Engineer
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, II -16-12, R,v.6 Page I of I
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LABORATORY COMPACTION CHARACTERISTICS OF SOIL REPORT
Report Number: 94161112.0038
Service Date: 04/03/17
Report Date: 04/13/17
lient
Northpoint Construction
Attn: Dilip Pranav
8530 Esters Blvd
Irving, TX 75063
Material Information
Source of Material: Native material
Proposed Use: Common fill
Laboratory Test Data
Test Procedure: ASTM D698
Test Method: Method A
Sample Preparation: Wet
Rammer Type: Mechanical
Maximum Dry Unit Weight (pct): 101.7
Optimum Water Content (%): 21.4
Comments:
Services: Moisture -Density Relations
Project
Fairfield Inn - Coppell TX
Northpoint Dr at SH 121
Coppell, TX
Project Number: 94161112
Irerracon
8901 Carpenter Fwy Ste 100
Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
Sample Information
Sample Date: 04/03/17
Sampled By: Armando Rendon
Sample Location: Stockpile
Sample Description: Dark brown clay
Result Specifications
Liquid Limit: 76
Plastic Limit: 23
Plasticity Index: 53
In -Place Moisture (%):
Passing #200 (%): 76.7
USCS:
Zero Air Vo ids Curve fo r Ass umed Specific
Gravity 2.70
Terracon Rep.: Armando Rendon
Reported To:
Contractor:
Report Distribution:
(I) Northpoint Construction, Dilip Pranav (1)Kencarkey Interests LLC, Jeremy Henicke
(1) Northpoint Construction, Janne Ogden
ImmommommmoII m
MENEEMENNEEN
Water Content (%)
Reviewed By:
David A. Belcher, P.E.
Senior Project Materials Engineer
Test Methods: ASTM D698, ASTM Dl 140, 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 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.
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