HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - 2019-09-12Report 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
20181040.0333
09/05/19
09/09/19 Revision 1 - check in cylinders
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
1918
Plant:
Ticket No.: 49163516
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.5 4.5-7.5
80
67
144.0
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:
09/05/19 Sample Time: 0710
Christian Hershberger
Clear, Calm
10/30 10
Sample Location: South Side Curb and Gutter
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
20181040.0323
08/30/19
09/09/19
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
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: 09/09/19 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: 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
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
20181040.0324
08/30/19
09/09/19
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
1113
1729
Plant:
Ticket No.:
Rigden
49163339
Field Test Data
Test
Air Content (%):
Result Specification
1 1/2 1.0-3.0
5.3 5.0-8.0
78
67
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:
08/30/19 Sample Time: 1230
Quinn Zamora
Partly Cloudy
70/100 100
Sample Location: See attachment.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0324
Service Date: 08/30/19 1901 Sharp Point Dr, Ste C
Report Date: 09/09/19 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: 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
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
20181040.0333
09/05/19
09/09/19
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
0614
1918
Plant:
Ticket No.: 49163516
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.5 4.5-7.5
80
67
144.0
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:
09/05/19 Sample Time: 0710
Christian Hershberger
Clear, Calm
10/30 10
Sample Location: South Side Curb and Gutter
Placement Method: Direct Discharge
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
South Entrance Curb and Gutter/
V-Pan
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
32 1 4.00 12.57 8.68 09/09/19 4 58,350 4,640 2
32 2 10/03/19 28
32 3 10/03/19 28
32 4 10/03/19 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) 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
Wayne w/ CoFC
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Christian Hershberger
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):
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
30 1 4.00 12.57 09/03/19 8.70 09/06/19 7 64,250 5,110 3
30 2 09/03/19 8.68 09/27/19 28
30 3 09/03/19 8.72 09/27/19 28
30 4 09/03/19 8.70 09/27/19 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) 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
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 09/03/19 8.76 09/27/19 28
29 3 09/03/19 8.76 09/27/19 28
29 4 09/03/19 8.68 09/27/19 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) 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
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
South Entrance Curb and Gutter/
V-Pan
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
32 1 4.00 12.57 8.68 09/09/19 4 58,350 4,640 2
32 2 8.54 10/03/19 28
32 3 8.58 10/03/19 28
32 4 8.60 10/03/19 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) 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
Wayne w/ CoFC
Reviewed By:
Test Methods: ASTM C 31, ASTM C39, ASTM C138, ASTM C143, ASTM C172, ASTM C231, ASTM C1064
Terracon Rep.: Christian Hershberger
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