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Concrete Test Report

Date :11/13/2023
Project No :2022C218
Client Company :CW Matthews
Arrival Time :11/13/2023 7:30
Onsite Hours :10:00
Name of the Project :Ramp 20 Pavement Replacement - IFB-1230102
Project Location :HJAIA
Weather :cloudy
Departure Time :11/13/2023 17:30
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S): N/A
Testing: A 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: A 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:

Field Test Data

Set Number :A
Date Sampled :11/13/2023
Sampled By :Aminullah Azimi
Contractor :technique
Truck Number :748
Time Batched :8:04
Location of Placement :panel 1 to 4, bottom third from west end
Number of samples cast :5
Ambient Temperature (°f) :64
Slump (in.) :8
Water added (gal.) :N/A
Laboratory Number :A
Time Sampled :8:35
Weather Condition :cloudy
Concrete Supplier :Argos
Mix ID :50CAX225
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :5000
Concrete Temperature(°f) :65
Air Content (%) :4.4
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
11/13/2023 11/20/2023 7
1 11/13/2023 11/20/2023 7
3 12/11/2023 12/11/2023 28
4 11/13/2023 12/11/2023 28
5 11/13/2023 02/11/2024 90

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 :B
Date Sampled :11/13/2023
Sampled By :Aminullah Azimi
Contractor :Technique
Truck Number :762
Time Batched :15::03
Location of Placement :5 and 6 panels bottom half from West end
Number of samples cast :5
Ambient Temperature (°f) :67
Slump (in.) :9
Water added (gal.) :N/A
Laboratory Number :B
Time Sampled :16:45
Weather Condition :cloudy
Concrete Supplier :Argos
Mix ID :50CAX225
Quantity of Load (cu. yd.) :9
Sample Cast :A
Specified Strength :5000
Concrete Temperature(°f) :71
Air Content (%) :5.5
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
1 11/13/2023 11/20/2023 7
2 11/13/2023 11/20/2023 7
3 11/13/2023 12/11/2023 28
4 11/13/2023 12/11/2023 28
5 11/13/2023 02/11/2024 90

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 / DateAminullah Azimi, November 13, 2023
Reviewer Name / DateKenneth Mosman, December 12, 2023