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Concrete Test Report

Date :08/18/2023
Project No :2022C178
Client Company :CW Matthews
Arrival Time :08/18/2023 6:30
Onsite Hours :08:00
Name of the Project :Ramp 2 Pavement Replacement
Project Location :HJAIA
Weather :sunny
Departure Time :08/18/2023 14:30
ASEC Technician Name :Aminullah Azimi

Concrete Placement Information

Location(S): N/A
Testing: 0 Set of concrete specimens (7 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: 0 Sets of concrete specimens/ 7 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 :N/A
Date Sampled :08/18/2023
Sampled By :Aminullah Azimi
Contractor :CWM
Truck Number :1
Time Batched :9:24
Location of Placement :Ramp2, lane 6, Southeast corner
Number of samples cast :7
Ambient Temperature (°f) :78
Slump (in.) :1.75
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :10:05
Weather Condition :sunny
Concrete Supplier :CWM
Mix ID :8180-X06001
Quantity of Load (cu. yd.) :10
Sample Cast :N/A
Specified Strength :8180-X06001
Concrete Temperature(°f) :84
Air Content (%) :3.4
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 :N/A
Date Sampled :08/18/2023
Sampled By :Aminullah Azimi
Contractor :CWM
Truck Number :4
Time Batched :10::18
Location of Placement :19 feet to North of South edge of lane 6
Number of samples cast :7
Ambient Temperature (°f) :80
Slump (in.) :1.25
Water added (gal.) :N/A
Laboratory Number :N/A
Time Sampled :11:00
Weather Condition :sunny
Concrete Supplier :CWM
Mix ID :8180-X06001
Quantity of Load (cu. yd.) :10
Sample Cast :N/A
Specified Strength :8180-X06001
Concrete Temperature(°f) :86
Air Content (%) :3.5
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

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, August 18, 2023
Reviewer Name / DateRamchandra Mogulla, September 05, 2023