HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - 2019-10-11Report Number:
Service Date:
Report Date:
Task:
Client
Fort Collins, CO
6740 South College Avenue
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
970-484-0359
Fort Collins, CO 80525-4429
1901 Sharp Point Dr, Ste C
Concrete
20181040.0293
08/15/19
09/12/19 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength: 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
7456120
Aggregate Industries
Material Information
1500
126
Plant:
Ticket No.: 83455505
Field Test Data
Test
Air Content (%):
Result Specification
3 3/4 3.0-5.0
5.0 4.5-7.5
81
95
142.4
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
08/15/19 Sample Time: 1545
Christopher Rivera
Clear; Hot
4/4 4
Sample Location: Sample obtained in North wall
Placement Method: Direct Discharge
Water Added Before (gal):
Report Date:
Service Date:
Report Number:
Task:
20181040.0293
08/15/19
09/12/19
1901 Sharp Point Dr, Ste C
Fort Collins, CO 80525-4429
Concrete 970-484-0359
Revision 1 - 28-day results
Distribution List
Distribution Page
(1) Signature Construction LLC, Matt Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek
(1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde
(1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
(1) Total Concrete Services Inc, Jeff Cast
(1) Total Concrete Services Inc, John Montanez
Report Number:
Service Date:
Report Date:
Task:
Client
Fort Collins, CO
6740 South College Avenue
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
970-484-0359
Fort Collins, CO 80525-4429
1901 Sharp Point Dr, Ste C
Concrete
20181040.0385
09/25/19
10/02/19
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength: 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
A4305
Martin Marietta Materials
Material Information
0612
1623
Plant:
Ticket No.:
Rigden
49164441
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.2 4.5-7.5
80
54
148.0
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
09/25/19 Sample Time: 0730
Quinn Zamora
Clear
10/100 100
Sample Location: See attachemnt.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0385
Service Date: 09/25/19 1901 Sharp Point Dr, Ste C
Report Date: 10/02/19 Fort Collins, CO 80525-4429
Task: Concrete 970-484-0359
Client Project
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle 6740 South College Avenue
720 3rd Ave SW Fort Collins, CO
Carmel, IN 46032-2036
Project Number: 20181040
Services:
Terracon Rep.: Quinn Zamora
Reported To: Taylor w/ Signature Construction & Wayne
Contractor: Connell
Report Distribution:
(1) Signature Construction LLC, Matt
Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill
Meek
(1) Martin Marietta Materials Inc, Matt
Hysen
Reviewed By: ____________________________________
(1) Signature Construction LLC, Taylor
Elizalde
(1) Signature Construction LLC, Trevor
Rine
Craig L. Nelson
(1) Terracon Consultants, Inc., Eric
Bernhardt
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
Report Number:
Service Date:
Report Date:
Task:
Client
Fort Collins, CO
6740 South College Avenue
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
970-484-0359
Fort Collins, CO 80525-4429
1901 Sharp Point Dr, Ste C
Concrete
20181040.0344
09/07/19
10/07/19 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength: 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
A4305
Martin Marietta Materials
Material Information
0614
1917
Plant:
Ticket No.: 49163652
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3-5
5.0 4.5-7.5
76
65
147.4
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
09/07/19 Sample Time: 0720
Shannon Cargile
Sunny
10/30 10
Sample Location: Station 24+93.5
Placement Method: Direct Discharge
Water Added Before (gal):
Report Number:
Service Date:
Report Date:
Task:
Client
Fort Collins, CO
6740 South College Avenue
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
970-484-0359
Fort Collins, CO 80525-4429
1901 Sharp Point Dr, Ste C
Concrete
20181040.0317
08/28/19
09/27/19 Revision 2 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength: 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
A4305
Martin Marietta Materials
Material Information
0925
1716
Plant:
Ticket No.:
Rigden
49163167
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
7.0 4.5-7.5
81
68
145.0
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
08/28/19 Sample Time: 1010
Quinn Zamora
Clear
10/50 50
NE corner of intersection (see
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0317
Service Date: 08/28/19 1901 Sharp Point Dr, Ste C
Report Date: 09/27/19 Revision 2 - 28-day results Fort Collins, CO 80525-4429
Task: Concrete 970-484-0359
Client Project
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle 6740 South College Avenue
720 3rd Ave SW Fort Collins, CO
Carmel, IN 46032-2036
Project Number: 20181040
Services:
Terracon Rep.: Quinn Zamora
Reported To: Taylor w/ Signature Construction
Contractor: Connell
Report Distribution:
(1) Signature Construction LLC, Matt
Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill
Meek
(1) Martin Marietta Materials Inc, Matt
Hysen
Reviewed By: ____________________________________
(1) Signature Construction LLC, Taylor
Elizalde
(1) Signature Construction LLC, Trevor
Rine
Craig L. Nelson
(1) Terracon Consultants, Inc., Eric
Bernhardt
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
Report Number:
Service Date:
Report Date:
Task:
Client
Fort Collins, CO
6740 South College Avenue
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle
720 3rd Ave SW
Carmel, IN 46032-2036
970-484-0359
Fort Collins, CO 80525-4429
1901 Sharp Point Dr, Ste C
Concrete
20181040.0323
08/30/19
09/27/19 Revision 1 - 28-day results
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength: 28 days
Mix ID:
Supplier:
Batch Time:
Truck No.:
A4335
Martin Marietta Materials
Material Information
0819
1916
Plant:
Ticket No.:
Rigden
49163319
Field Test Data
Test
Air Content (%):
Result Specification
1 1.0-3.0
5.0 5.0-8.0
79
61
148.2
4,500
Slump (in):
psi @
Concrete Temp. (F):
Ambient Temp. (F):
Plastic Unit Wt. (pcf):
Yield (Cu. Yds.):
Sample Information
Sample Date:
Sampled By:
Weather Conditions:
08/30/19 Sample Time: 0940
Quinn Zamora
Partly Cloudy
10/100 100
Sample Location: See attachment.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0323
Service Date: 08/30/19 1901 Sharp Point Dr, Ste C
Report Date: 09/27/19 Revision 1 - 28-day results Fort Collins, CO 80525-4429
Task: Concrete 970-484-0359
Client Project
Signature Construction LLC Lakeview on the Rise Apartment Development
Attn: Matt Boyle 6740 South College Avenue
720 3rd Ave SW Fort Collins, CO
Carmel, IN 46032-2036
Project Number: 20181040
Services:
Terracon Rep.: Quinn Zamora
Reported To: JC w/ TCS Concrete and Wayne w/ City of
Fort Collins
Contractor: Connell
Report Distribution:
(1) Signature Construction LLC, Matt
Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill
Meek
(1) Martin Marietta Materials Inc, Matt
Hysen
Reviewed By: ____________________________________
(1) Signature Construction LLC, Taylor
Elizalde
(1) Signature Construction LLC, Trevor
Rine
Craig L. Nelson
(1) Terracon Consultants, Inc., Eric
Bernhardt
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.
BC0001, 10-16-13, Rev.10 Page 1 of 1
Placement Method: Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Curb and gutter along east side of
Highway 287.
Placement Location:
Laboratory Test Data
Set Avg Diam. Area Date Weight Date Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No. ID
Specimen
(in) (sq in) Received Tested (days) (lbs) (psi) Type
Tested
(lbs) By
29 1 4.00 12.57 09/03/19 8.70 09/06/19 7 70,140 5,580 2
29 2 4.00 12.57 09/03/19 8.76 09/27/19 28 87,920 7,000 3
29 3 4.00 12.57 09/03/19 8.76 09/27/19 28 87,560 6,970 3
29 4 4.00 12.57 09/03/19 8.68 09/27/19 28 89,630 7,130 2
Average (28 days) 7,030
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services:
Reported To:
Contractor:
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek (1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Craig L. Nelson
Project Manager
Connell
JC w/ TCS Concrete and Wayne w/ City of Fort Collins
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Quinn Zamora
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 1 of 1
attachment)
Sample Location:
Placement Method: Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Curb and gutter for Debra Drive and
north parking lot intersection
Placement Location:
Laboratory Test Data
Set Avg Diam. Area Date Weight Date Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No. ID
Specimen
(in) (sq in) Received Tested (days) (lbs) (psi) Type
Tested
(lbs) By
26 1 4.00 12.57 08/29/19 8.48 09/04/19 7 53,160 4,230 3
26 2 4.00 12.57 08/29/19 8.52 09/25/19 28 66,620 5,300 2
26 3 4.00 12.57 08/29/19 8.48 09/25/19 28 68,520 5,450 2
26 4 4.00 12.57 08/29/19 8.52 09/25/19 28 69,320 5,520 2
Average (28 days) 5,420
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services:
Reported To:
Contractor:
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek (1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Craig L. Nelson
Project Manager
Connell
Taylor w/ Signature Construction
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Quinn Zamora
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 1 of 1
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Curb and Gutter, North Site
Entryway
Placement Location:
Laboratory Test Data
Set Avg Diam. Area Date Weight Date Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No. ID
Specimen
(in) (sq in) Received Tested (days) (lbs) (psi) Type
Tested
(lbs) By
36 1 4.00 12.57 09/09/19 8.54 09/09/19 2 51,440 4,090 3 BA
36 2 4.00 12.57 09/09/19 8.62 09/14/19 7 69,230 5,510 3 BA
36 3 4.00 12.57 09/09/19 8.60 10/05/19 28 95,780 7,620 3
36 4 4.00 12.57 09/09/19 8.64 10/05/19 28 91,250 7,260 2
36 5 4.00 12.57 09/09/19 8.62 10/05/19 28 93,530 7,440 3
Average (28 days) 7,440
Initial Cure: Onsite Cooler Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services:
Reported To:
Contractor:
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek (1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Todd A. Turney
Department Manager
Connell
Taylor w/ Signature Construction
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Shannon Cargile
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 1 of 1
Placement Method: Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Sidewalk along hwy 287 (see
attachamnet).
Placement Location:
Laboratory Test Data
Set Avg Diam. Area Date Weight Date Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No. ID
Specimen
(in) (sq in) Received Tested (days) (lbs) (psi) Type
Tested
(lbs) By
44 1 4.00 12.57 09/26/19 8.60 10/02/19 7 64,050 5,100 2
44 2 09/26/19 8.62 10/23/19 28
44 3 09/26/19 8.62 10/23/19 28
44 4 09/26/19 8.66 10/23/19 28
44 5 09/26/19 8.58 11/20/19 56
Initial Cure: Outside Final Cure: Moist Room
Comments:
Samples Made By: Terracon
Services:
Reported To:
Contractor:
Report Distribution:
(1) Signature Construction LLC, Matt Boyle (1) Connell Resources Inc, Jeff Laugel
(1) Martin Marietta Materials Inc, Bill Meek (1) Martin Marietta Materials Inc, Matt Hysen
(1) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Craig L. Nelson
Project Manager
Connell
Taylor w/ Signature Construction & Wayne
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Quinn Zamora
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 1 of 1
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Inlet Walls on College Ave across
from tree farm
Placement Location:
Laboratory Test Data
Set Avg Diam. Area Date Weight Date Test
Age at
Load
Maximum
Strength
Compressive
Fracture
No. ID
Specimen
(in) (sq in) Received Tested (days) (lbs) (psi) Type
Tested
(lbs) By
25 1 4.00 12.57 08/16/19 8.50 08/22/19 7 47,110 3,750 2 QMZ
25 2 4.00 12.57 08/16/19 8.50 09/12/19 28 58,340 4,640 3
25 3 4.00 12.57 08/16/19 8.42 09/12/19 28 60,360 4,800 3
25 4 4.00 12.57 08/16/19 8.44 09/12/19 28 61,770 4,920 2
Average (28 days) 4,790
Initial Cure: Outside Final Cure: Moist Room
Comments: Average compressive strength of 28 day cylinders complies with the specified strength.
Samples Made By: Terracon
Services:
Reported To:
Contractor:
Report Distribution:
See attached distribution list.
Craig L. Nelson
Project Manager
Connell
Wayne w/ CoFC
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Christopher Rivera
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 1 of 1