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Concrete Test Report

Date :11/26/2024
Project No :2024C189
Client Company :WSP
Arrival Time :11/26/2024 12:30
Onsite Hours :
Name of the Project :Protovision PH II
Project Location :Lithia Springs
Weather :Cloudy
Departure Time :
ASEC Technician Name :Solomon Cherie

Concrete Placement Information

Location(S): N/A
Testing: 4 Set of concrete specimens (5 per set) were cast during the cast-in-place concrete pour at the above referenced location, in accordance with ASTM C31. The specimen will remain on site for the initial 24-48 hrs curing.
Compliance:

Field placement of concrete appeared to be in accordance with the project specifications (i.e., slump, temperature, etc) (refer to remarks below)

Deviations and/or noncompliances were noted during the field placement (refer to remarks below)
Specimen
Pick Up: 4 Sets of concrete specimens/ 5 specimen per set were picked up & transported to AS Engineering and Consulting LLC (ASEC) for curing and testing in accordance with ASTM C39, C670/1231
Field Curing: Specimen were stored for the initial 24 hours.
Near the poured structure
In an insulated curing box
Other
Remarks: The first truck was sampled (4000 psi) The second truck was sampled at total placement of 72 cubic yards The third truck was sampled at total placement of 117 cubic yards Concrete Unit Weight for 1st Set = 142.8 pcf Concrete Unit Weight for 2nd Set = 138.8 pcf Concrete Unit Weight for 3rd Set = 141.6 pcf Concrete Unit Weight for 4th Set = 145.2 pcf

Field Test Data

Set Number :1
Date Sampled :11/26/2024
Sampled By :Solomon Cherie
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :Interior footings
Number of samples cast :5
Ambient Temperature (°f) :75
Slump (in.) :3.75
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :N/A
Weather Condition :Cloudy
Concrete Supplier :Greater Georgia Concrete
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :4
Specified Strength :4000
Concrete Temperature(°f) :70
Air Content (%) :4
Unit Weight (pcf) :N/A

Strength Test Results

Specimen Number Scheduled Test Date Date Tested Age (days) Dia(in.) Area (sq in.) Maximum Loads (lbf) Strength (lbs) % Design Strength Type of Fracture

UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138, C143, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER.

(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed

Field Test Data

Set Number :2
Date Sampled :11/26/2024
Sampled By :Solomon Cherie
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :Interior footings
Number of samples cast :5
Ambient Temperature (°f) :73
Slump (in.) :7
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :N/A
Weather Condition :Cloudy
Concrete Supplier :Greater Georgia Concrete
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :4
Specified Strength :4000
Concrete Temperature(°f) :63
Air Content (%) :4.8
Unit Weight (pcf) :N/A

Strength Test Results

Specimen Number Scheduled Test Date Date Tested Age (days) Dia(in.) Area (sq in.) Maximum Loads (lbf) Strength (lbs) % Design Strength Type of Fracture

UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138, C143, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER.

(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed

Field Test Data

Set Number :3
Date Sampled :11/26/2024
Sampled By :Solomon Cherie
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :Interior footings
Number of samples cast :5
Ambient Temperature (°f) :73
Slump (in.) :6.75
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :N/A
Weather Condition :Cloudy
Concrete Supplier :Greater Georgia Concrete
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :4
Specified Strength :4000
Concrete Temperature(°f) :64
Air Content (%) :3.6
Unit Weight (pcf) :N/A

Strength Test Results

Specimen Number Scheduled Test Date Date Tested Age (days) Dia(in.) Area (sq in.) Maximum Loads (lbf) Strength (lbs) % Design Strength Type of Fracture

UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138, C143, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER.

(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed

Field Test Data

Set Number :4
Date Sampled :11/26/2024
Sampled By :Solomon Cherie
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :Interior footings
Number of samples cast :5
Ambient Temperature (°f) :73
Slump (in.) :5.5
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :N/A
Weather Condition :Cloudy
Concrete Supplier :Greater Georgia Concrete
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :4
Specified Strength :3000
Concrete Temperature(°f) :65
Air Content (%) :1.2
Unit Weight (pcf) :N/A

Strength Test Results

Specimen Number Scheduled Test Date Date Tested Age (days) Dia(in.) Area (sq in.) Maximum Loads (lbf) Strength (lbs) % Design Strength Type of Fracture

UNLESS OTHERWISE SPECIFIED, TESTS WERE PERFORMED IN ACCORDANCE WITH ASTM TEST METHODS C31, C39, C138, C143, C173, AND C1064. FRACTURE TYPE INDICATED BY NUMBER.

(Type 1) Cone (Type 2) Cone-split (Type 3) Vertical (Type 4) Shear (Type 5) Edge Fracture (Type 6) Pointed

Technician Signature / DateSolomon Cherie, November 26, 2024
Reviewer Name / DateKenneth Mosman, January 12, 2025