HomeMy WebLinkAboutLAKEVIEW ON THE RISE SUBDIVISION - Filed CT-CONCRETE TEST - 2019-07-01Report 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
20181040.0123
05/16/19
06/17/19 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.:
CD4575
Martin Marietta Materials
Material Information
0712
125
Plant:
Ticket No.: 83453068
Field Test Data
Test
Air Content (%):
Result Specification
3 3.0 - 5.0
5.0 5.0 - 8.0
66
61
141.4
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:
05/16/19 Sample Time: 0820
Quinn Zamora
Overcast
11/11 11
Sample Location: Far east corner wall bottom 2'
Placement Method: Chute
Water Added Before (gal):
20181040.0287.1.xlsx
Bituminous Mixture Test Results
1901 Sharp Point Drive
Fort Collins, Colorado 80525
Telephone No.: (970) 658 - 4405
Fax No.: (970) 484 - 0454
Client Name: Signature Construction LLC
Address: 720 3rd Ave SW Project No.: 20181040 Date of Report: 8/12/19
Camel, IN 46032-2036 Mix Source: Connell
Attn.: Matt Boyle Plant/Pit: Timnath connell asphalt plant Report# .0287
Project Name: Lakeview on the Rise Apartment DevelopmentMix Type: 20150 S75PG64-22L
Location: Debra Drive and Lorien Lane Sampled By:Larimer CountTyons: 14 Date: 8/6/19
Intersection Northbound Debra Truck/Ticket No.: 170008 4505 Time: 1:45 PM
Lift Designation: Bottom Reviewed By: Craig Nelson
Test Procedures: Department Manager
AASHTO T 164, Quantitative Extraction of Bitumen from Bituminous Paving Mixtures, Method B
X CP L5120, Determination of the Asphalt Binder Content of Bituminous Mixtures by the Ignition MethodMethod A
Laboratory Testing Information
0.00 Calibration factor No Temp. compensation factor used 0.00 Moisture content, % 538 Test temp, C
2245 Sample Mass, gm Yes AC measured on external scale
Corrected Bituminous Content, %
AASHTO T 164 4.98 Ignition Method Physical Properties of Bituminous Mixtures:
Specification limits: 5.10 + / - 0.3 AASHTO T 245 @ Blows per Side
Sieve Analysis of: X Ignited Mineral Agg. or CP L5106 (Hveem)
Extracted Agg. or CP L5115 N(design) gyrations
Cold Belt Combined Avg. dia. of mold, mm Averge. ht, mm:
Sieve Accumulative Specification CDOT Avg. of Specifi-
Size % Passing Job Mix Master Band Property Standard Specimens cation
Min. Max. Min. Max. Bulk Specific Gravity CP 44
1-1/2" Bulk Density (pcf) CP 44
1" Theoretical Max. Specific Gravity CP 51 2.423
3/4" 100 100 100 100 Theoretical Density (pcf) CP 51 151.2
1/2" 90 90 100 90-100 Air Voids (%) CP 44
3/8" 79 75 87 --- Voids Filled (%) AI SP-2
1/4" Voids Min. Aggregate (%) T 269
#4 64 58 68 --- Stability (pounds) T 245
#8 49 44 54 28-58 Flow (1/100 inch) T 245
#10 Temperature of mix sampled (F)
#16 35 --- Ambient Temp. @ sampling (F)
#30 24 20 28 --- Hveem Stability CP L5106
#40 Lottman Test: CP L5109
#50 15 --- Conditioned/Dry Strength, psi
#80 Tensile Strength Ratio (TSR), %
#100 9 --- Fine Aggregate Angularity, % T 304
#200 5.9 4.2 8.2 2.0-10.0
Comments: ( ) Denotes outside specification limits shown above.
Sampled according to CP55-06, Method B
Distribution: Client
Water Added After (gal):
Accumulative Yards: Batch Size (cy):
Placement Location: Stormwater Inlet A1A
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
2 1 4.00 12.57 05/17/19 8.32 05/19/19 3 40,500 3,220 2
2 2 4.00 12.57 05/17/19 8.26 05/23/19 7 51,140 4,070 3
2 3 4.00 12.57 05/17/19 8.34 06/13/19 28 57,020 4,540 2
2 4 4.00 12.57 05/17/19 8.40 06/13/19 28 57,830 4,600 3
2 5 4.00 12.57 05/17/19 8.36 06/13/19 28 60,760 4,840 3
Average (28 days) 4,660
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
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.
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