HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed CSS-COMPRESSIVE STRENGTH SUMMARY - 2019-10-17Report 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
20181040.0362
09/16/19
10/14/19 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.:
A4305
Martin Marietta Materials
Material Information
0718
1729
Plant:
Ticket No.:
Rigden
49163988
Field Test Data
Test
Air Content (%):
Result Specification
4 3-5
5.0 5-8
78
68
141.8
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:
09/16/19 Sample Time: 0820
Quinn Zamora
Clear
10/60 60
Sample Location: See attachment.
CONCRETE COMPRESSIVE STRENGTH TEST REPORT
Report Number: 20181040.0362
Service Date: 09/16/19 1901 Sharp Point Dr, Ste C
Report Date: 10/14/19 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: 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
Placement Method: Chute
Water Added Before (gal):
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Driveway pan, curb, and gutter. (see
attachment)
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
38 1 4.00 12.57 09/17/19 8.66 09/23/19 7 70,100 5,580 3
38 2 4.00 12.57 09/17/19 8.66 10/14/19 28 82,740 6,580 3
38 3 4.00 12.57 09/17/19 8.62 10/14/19 28 88,450 7,040 3
38 4 4.00 12.57 09/17/19 8.62 10/14/19 28 86,990 6,920 3
Average (28 days) 6,850
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