HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - 2019-07-31Report 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
20181040.0240
07/22/19
07/30/19
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Project
Project Number: 20181040
Specified Strength:
Mix ID:
Supplier:
Batch Time:
Truck No.:
A4305
Martin Marietta Materials
Material Information
0750
1734
Plant:
Ticket No.: 49160973
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.3 4.5-7.5
83
70
147.9
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:
07/22/19 Sample Time: 0915
Douglas Novosad
Partly Cloudy
10/40 10
Sample Location: NW corner of intersection, West pan
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
20181040.0235
07/19/19
07/30/19
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
0650
1716
Plant:
Ticket No.: 49160875
Field Test Data
Test
Air Content (%):
Result Specification
2 1.0-3.0
6.3 5.0-8.0
79
75
147.2
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:
07/19/19 Sample Time: 0735
Douglas Novosad
Sunny
10/30 10
25' N of NW corner of Stoney Brook Rd
intersection
Sample Location:
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
20181040.0135
06/01/19
07/02/19 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.:
CD4575
Martin Marietta Materials
Material Information
1026
128
Plant:
Ticket No.: 83453385
Field Test Data
Test
Air Content (%):
Result Specification
4 3.0 - 5.0
5.0 5.0 - 8.0
67
70
144.4
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:
06/01/19 Sample Time: 1120
Taylor Keller
Party Cloudy
8/8 8
Sample Location: See Diagram
Placement Method: Direct Discharge
Water Added Before (gal):
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0135
Service Date: 06/01/19 1901 Sharp Point Dr, Ste C
Report Date: 07/02/19 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.: Taylor Keller
Reported To: Jeff with Connell
Contractor: Connell
Report Distribution:
(1) Signature Construction LLC, Matt
Boyle
(1) Connell Resources Inc, Jeff Laugel
(1) Signature Construction LLC, Taylor
Elizalde
(1) Signature Construction LLC, Trevor
Rine
Reviewed By: ____________________________________
(1) Terracon Consultants, Inc., Eric
Bernhardt
Craig L. Nelson
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
North
South
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
20181040.0148
06/06/19
07/08/19 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
1345
689
Plant:
Ticket No.: 83453550
Field Test Data
Test
Air Content (%):
Result Specification
4 1/2 3.0-5.0
5.8 4.5-7.5
79
83
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:
06/06/19 Sample Time: 1430
Christopher Rivera
Clear; Hot
10 10
Sample obtained in inlet base along
South end of Stoney Brook
Sample Location:
CT0020, 10-28-11, Rev.0
Signature Construction LLC Project Name: Lakeview on the Rise Apartment Development
Attn: Matt Boyle Report Number: 20181040.0148
720 3rd Ave SW Technician: Christopher Rivera 1901 Sharp Point Dr, Ste C
Carmel, IN 46032-2036 Date: 06/06/19 Fort Collins, CO 80525-4429
Scale: Not to Scale 970-484-0359
Placement Method: Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Placement Location: See attached diagram
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
4 1 4.00 12.57 06/07/19 8.46 06/13/19 7 46,240 3,680 3
4 2 4.00 12.57 06/07/19 8.46 07/04/19 28 58,200 4,630 3 BA
4 3 4.00 12.57 06/07/19 8.42 07/04/19 28 57,790 4,600 3 BA
4 4 4.00 12.57 06/07/19 8.52 07/04/19 28 57,830 4,600 3 BA
Average (28 days) 4,610
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) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Craig L. Nelson
Project Manager
Connell
Weston w/ Connell
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
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Placement Location: Storm Drain Inlet Walls
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
3 1 4.00 12.57 06/03/19 8.60 06/08/19 7 50,140 3,990 2
3 2 4.00 12.57 06/03/19 8.58 06/29/19 28 63,810 5,080 3 BA
3 3 4.00 12.57 06/03/19 8.60 06/29/19 28 64,410 5,130 3 BA
3 4 4.00 12.57 06/03/19 8.60 06/29/19 28 60,340 4,800 3 BA
Average (28 days) 5,000
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) Signature Construction LLC, Taylor Elizalde (1) Signature Construction LLC, Trevor Rine
(1) Terracon Consultants, Inc., Eric Bernhardt
Craig L. Nelson
Project Manager
Connell
Jeff with Connell
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Taylor Keller
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: Curb Machine
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Curb and Gutter on SW corner of
Rohan Rise rd
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
13 1 4.00 12.57 8.54 07/26/19 7 45,600 3,630 3
13 2 8.56 08/16/19 28
13 3 8.52 08/16/19 28
13 4 8.52 08/16/19 28
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) 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
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Douglas Novosad
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):
Lorien Ln. and Debra Dr.
interectionsStorm drain pans,
running North to South
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
14 1 4.00 12.57 8.66 07/29/19 7 68,130 5,420 3 BA
14 2 8.66 08/19/19 28
14 3 8.64 08/19/19 28
14 4 8.68 08/19/19 28
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) 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
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Douglas Novosad
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