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Concrete Test Report

Date :10/11/2023
Project No :2022C218
Client Company :CW Matthews
Arrival Time :10/11/2023 9:00
Onsite Hours :11:00
Name of the Project :Ramp 20 Pavement Replacement - IFB-1230102
Project Location :HJAIA
Weather :cloudy
Departure Time :10/11/2023 20:00
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S): N/A
Testing: A and B 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 and B 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: Note: The onset of rain occurred during the placement of Set B.

Field Test Data

Set Number :A
Date Sampled :10/11/2023
Sampled By :Aminullah Azimi
Contractor :CWM
Truck Number :2093
Time Batched :11:55
Location of Placement :Bottom third of Slot drain 5 panels from 5 panels from East end or from STA 0+00.00 to 1:00.00
Number of samples cast :5
Ambient Temperature (°f) :72
Slump (in.) :7
Water added (gal.) :N/A
Laboratory Number :A
Time Sampled :13:17
Weather Condition :cloudy
Concrete Supplier :Argos
Mix ID :50CAX225
Quantity of Load (cu. yd.) :9
Sample Cast :A and B
Specified Strength :5000
Concrete Temperature(°f) :77
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
A 10/14/2023 10/11/2023 0

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 :10/11/2023
Sampled By :Aminullah Azimi
Contractor :CWM
Truck Number :2191
Time Batched :17:28
Location of Placement :at Middle of Slot drain STA 1+80.00 to STA 2+00.00
Number of samples cast :5
Ambient Temperature (°f) :64
Slump (in.) :8
Water added (gal.) :N/A
Laboratory Number :B
Time Sampled :16:20
Weather Condition :cloudy
Concrete Supplier :Argos
Mix ID :50CAX225
Quantity of Load (cu. yd.) :9
Sample Cast :A and B
Specified Strength :5000
Concrete Temperature(°f) :78
Air Content (%) :3
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
B 10/14/2023 10/11/2023 0

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, October 11, 2023
Reviewer Name / DateKenneth Mosman, October 22, 2023