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Home My WebLink AboutCONCRETE TEST REPORTS -THE SPRINGS AT THE PRESERVE SUBDIVISION 04-30-20 FA IM Engiii (_-ers, Inc. TH F= TUF *a - - i ION Of EXCELLENCE Compressive Strength of Concrete Cylinders Date: 03-23-20 EHM File No.: 161-17 Project Name: The Spring's at the Preserve -Twin Falls, Contractors Name: Tom's Concrete Building Permit No.: Inspectors Name: V.Walter Report to: Tensco Mix Data Reported to EHM Engineers, Inc. 1 Concrete Supplier: Triple C Cement Type: I & II Mix ID: 240205834 Sacks per Cubic Yard: 6 Design Strength,(psi): 4000 Maximum Aggregate Size: 3/4 Admixtures:Hot Water, 1% NCA, HRWR, Fly Ash Sample Data Observed by EHM Engineers, Inc. Location Sampled: Sidewalk—Clear Springs Loop—Sta. 10+50—West Side Date Sampled: 03-23-20 Measured Specification Truck No.: 4255 Slump, Inches: 4.25 3-5 Ticket No.: 51218713 Air Content, % 5.9 4-6 Time Batched: 0939 Air Temperature, F° 47 - Time Sampled: 1020 Concrete Temperature, F° 70 40-80 Batch Size(cy): 10 Unit Weight, (pcf): - - Date received: 03-24-20 Water added at site, gal.: 0 - F7777Laboratory Test Results Sample Date Sample Dimensions Area Ultimate Load, Compressive Bonded/ ID Tested Age(days) (inches) (in)2 (lbs.) Strength,)th, Unbonded PR-A 1 03-30-20 4x8 12.56 39,730 3160 Unbonded 04 20-20 28 4x8 12.56 58,350 4640 Unbonded 04-20-20 28 4x8 12.56 54,780 4360 Unbonded 04-20-20 28 4x8 12.56 58,010 4620 Unbonded E::� HOLD HOLD 4x8 12.56 - [ �� Average 28 Day Compressive Strength (PSI): 4540 Reviewed by: illiam J. Nenno C.E.T. Laboratory Services Supervisor 621 North College Road—Suite 100 Twin Falls, Idaho 83301 Phone:208-734-4888 Fax:208-734-6049 EHM :i ce rs, Inc,. MVING THE FUTURE ON A FOUNDATION OF EXCELLENCE Compressive Strength of Concrete Cylinders Date: 03-24-20 EHM File No.: 161-17 Project Name: The Spring's at the Preserve -Twin Falls, Contractors Name: Tom's Concrete Building Permit No.: Inspectors Name: V. Walter Report to: Tensco ELMix Data Reported to EHM Engineers, Inc. Concrete Supplier: Triple C Cement Type: I & II Mix ID: 240205834 Sacks per Cubic Yard: 6 Design Strength,(psi): 4000 Maximum Aggregate Size: 3/4 Admixtures: Hot Water, 1% NCA, HRWR, Fly Ash E77Sample Data Observed by EHM Engineers, Inc. Location Sampled: Sidewalk—Clear Springs Loop—Sta. 15+00—West Side Date Sampled: 03-24-20 Measured Specification Truck No.: 9015182 Slump, Inches: 4.00 3-5 Ticket No.: 51218750 Air Content, % 6.3 4-6 Time Batched: 1017 Air Temperature, F° 46 - Time Sampled: 1115 Concrete Temperature, F° 64 40-80 Batch Size(cy): 10 Unit Weight, (pcf): - - Date received: 03-25-20 Water added at site, gal.: 0 - Laboratory Test Results ressive Sample Date Sample Dimensions Area Ultimate Load, Comp Bonded/ ID Tested Age (days) (inches) (in)2 (lbs.) Steps)th, Unbonded PR-A 03-31-20 7 4x8 12.56 44,540 3550 Unbonded B 04-21-20 28 4x8 12.56 64,880 5160 Unbonded 04-21-20 28 48 12.56 61,060 4860 Unbonded [E� - D 04-21-20 28 4x8 12.56 68,280 5430 Unbonded - E HOLD HOLD 4x8 12.56 F - - Average 28 Day Compressive Strength (PSI): 5150 Reviewed by: i liam J. Nenno C.E.T. Laboratory Services Supervisor 621 North College Road—Suite 100 Twin Falls, Idaho 83301 Phone:208-734-4888 Fax: 208-734-6049 571 'HM Fti.izineers, Inc. BUILDING THE FUTURE ON A FOUNOATION OF EXCELLENCE Compressive Strength of Concrete Cylinders Date: 03-25-20 EHM File No.: 161-17 Project Name: The Spring's at the Preserve -Twin Falls, Contractors Name: Tom's Concrete Building Permit No.: Inspectors Name: J. Cazeau Report to: Tensco Mix Data Reported to EHM Engineers, Inc. Concrete Supplier: Triple C Cement Type: I & II Mix ID: 240205834 Sacks per Cubic Yard: 6 Design Strength,(psi): 4000 Maximum Aggregate Size: 3/4 Admixtures: Hot Water, 1% NCA, HRWR, Fly Ash Sample Data Observed by EHM Engineers, Inc. Location Sampled: Sidewalk—Clear Springs Loop—South-North Side Date Sampled: 03-25-20 Measured Specification Truck No.: 3950320 Slump, Inches: 4.50 3-5 Ticket No.: 5121210 Air Content, % 5.6 4-6 Time Batched: 0905 Air Temperature, F° 36 - Time Sampled: 0955 Concrete Temperature, V 71 40-80 Batch Size(cy): 10 Unit Weight, (pcf): - - Date received: 03-26-20 Water added at site, gal.: 0 - F177Laboratory Test Results — ressive Sample Date Sample Dimensions Area Ultimate Load, Comp Bonded/ ID Tested Age(days) (inches) (in)2 (lbs.) Strength, Unbonded PR-A 04-01-207 4x8 12.56 46,480 ---� 3700 Unbonded 04-22-20 28 48 12.56 65,710 5250 Unbonded 04-22-20 28 4x8 12.56 65,990 5250 Unbonded 04-22 20 28 4x8 12.56 64,700 11 5150 J Unbonded �E HOLD HOLD 4x8 _ [-- 12.56 C— _ _=- ----IF Average 28 Day Compressive Strength (PSI): 5220 Review e by: rlliam .J. Nenno C.E.T. Laboratory Services Supervisor 621 North College Road—Suite 100 Twin Falls, Idaho 83301 Phone:208-734-4888 Fax:208-734-6049 EHM En neers, Inc. SUJLC*NG THE FUTURE ONT-40UNDATION OF EXCELLENCE Compressive Strength of Concrete Cylinders Date: 04-01-20 EHM File No.: 161-17 Project Name: The Spring's at the Preserve - Twin Falls, Contractors Name: Tom's Concrete Building Permit No.: Inspectors Name: B. Kruger Report to: Tensco Mix Data Reported to EHM Engineers, Inc. Concrete Supplier: Triple C Cement Type: I & II Mix ID: 240205834 Sacks per Cubic Yard: 6 Design Strength, (psi): 4000 Maximum Aggregate Size: 3/4 Admixtures: Hot Water, 1% NCA, HRWR, Fly Ash Sample Data Observed by EHM Engineers, Inc. Location Sampled: Sidewalk—Clear Springs Loop—sta. 21+00-North Side Date Sampled: 04-01-20 Measured Specification Truck No.: 4255212 Slump, Inches: 3.75 3-5 Ticket No.: 5121205 Air Content, % 6.2 4-6 Time Batched: 0929 Air Temperature, F° 36 - Time Sampled: 1041 Concrete Temperature, F° 66 40-80 Batch Size(cy): 10 Unit Weight, (pcf): - - Date received: 04-02-20 Water added at site, gal.: 0 - Laboratory Test Results Compressive Sample Date Sample Dimensions Area Ultimate Load, Bonded/ ID Tested Age(days) (inches) (in)2 (Ibs.) Strength, Unbonded PR-A 04 08 20 4x8 12.56 48,100 3830 Unbonded 04-29-20 28 4x8 12.56 66,210 11 5270 Unbonded 04-29-20 28 4x8 12.56 64,280 5120 Unbonded 04-29-20 28 4x8 12.56 65,440 J 5210 Unbonded �E HOLD HOLD 4x8 iC-- Average 28 Day Compressive Strength (PSI): 5200 Reviewed by: illiam .J. Nenno C.E.T. Laboratory Services Supervisor 621 North College Road—Suite 100 Twin Falls, Idaho 83301 Phone:208-734-4888 Fax:208-734-6049