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Concrete Test Report

Date :03/05/2026
Project No :2026C115-WO 1
Client Company :WSP
Arrival Time :02/12/2026
Onsite Hours :
Name of the Project :Lanier Islands Parkway
Project Location :Buford
Weather :
Departure Time :
ASEC Technician Name :Balu Mylabathula

Concrete Placement Information

Location(S): N/A
Testing: 9 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: 9 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

Specimen Type Selection : Cylinder

Set Number :A
Date Sampled :02/12/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1A 02/19/2026 02/19/2026 7 3.96 12.32 47177 3830 Infinity Type 6
2A 03/12/2026 03/12/2026 27 4.00 12.57 67807 5390 Infinity Type 2
3A 03/12/2026 03/12/2026 27 4.00 12.57 70500 5610 Infinity Type 2
4A 03/12/2026 03/12/2026 27 4.00 12.57 67194 5350 Infinity Type 2
5A 04/09/2026 04/09/2026 55 3.96 12.32 72304 5870 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :B
Date Sampled :02/12/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1B 02/19/2026 02/19/2026 7 3.97 12.38 50081 4050 Infinity Type 5
2B 03/12/2026 03/12/2026 27 4.00 12.57 63508 5050 Infinity Type 2
3B 03/12/2026 03/12/2026 27 4.00 12.57 69142 5500 Infinity Type 2
4B 03/12/2026 03/12/2026 27 4.00 12.57 75429 6000 Infinity Type 2
5B 04/09/2026 04/09/2026 55 3.97 12.38 71206 5750 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :C
Date Sampled :02/12/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1C 02/19/2026 02/19/2026 7 3.96 12.32 55719 4520 Infinity Type 3
2C 03/12/2026 03/12/2026 27 4.00 12.57 68672 5460 Infinity Type 2
3C 03/12/2026 03/12/2026 27 4.00 12.57 71618 5700 Infinity Type 2
4C 03/12/2026 03/12/2026 27 4.00 12.57 71252 5670 Infinity Type 2
5C 04/09/2026 04/09/2026 55 3.96 12.35 71992 5830 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :D
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1D 02/19/2026 02/19/2026 8 3.96 12.29 45671 3720 Infinity Type 6
2D 03/11/2026 03/11/2026 27 3.96 12.29 61369 4990 Infinity Type 5
3D 03/11/2026 03/11/2026 27 3.96 12.29 59868 4870 Infinity Type 2
4D 03/11/2026 03/11/2026 27 3.96 12.29 58458 4760 Infinity Type 5
5D 04/08/2026 04/08/2026 55 3.96 12.29 68090 5540 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :E
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1E 02/18/2026 02/18/2026 7 3.98 12.41 50787 4090 Infinity Type 3
2E 03/11/2026 03/11/2026 27 3.98 12.41 66175 5330 Infinity Type 2
3E 03/11/2026 03/11/2026 27 3.98 12.41 71657 5770 Infinity Type 3
4E 03/11/2026 03/11/2026 27 3.98 12.41 68886 5550 Infinity Type 3
5E 04/08/2026 04/08/2026 55 3.99 12.47 71888 5760 Infinity Type 5

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

Specimen Type Selection : Cylinder

Set Number :F
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1F 02/18/2026 02/18/2026 7 3.98 12.41 45357 3650 Infinity Type 3
2F 03/11/2026 03/11/2026 27 3.98 12.41 63985 5160 Infinity Type 2
3F 03/11/2026 03/11/2026 27 3.98 12.41 63531 5120 Infinity Type 2
4F 03/11/2026 03/11/2026 27 3.98 12.41 61270 4940 Infinity Type 5
5F 04/08/2026 04/08/2026 55 3.98 12.41 64088 5160 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :G
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1G 02/18/2026 03/18/2026 34 3.97 12.38 47398 3830 Infinity Type 2
2G 03/11/2026 03/11/2026 27 3.97 12.38 58885 4760 Infinity Type 2
3G 03/11/2026 03/11/2026 27 3.97 12.38 61727 4990 Infinity Type 2
4G 03/11/2026 03/11/2026 27 3.97 12.38 64251 5190 Infinity Type 2
5G 04/08/2026 04/08/2026 55 3.98 12.44 63878 5130 Infinity Type 3

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

Specimen Type Selection : Cylinder

Set Number :H
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1H 02/18/2026 02/18/2026 7 3.98 12.44 48006 3860 Infinity Type 6
2H 03/11/2026 03/11/2026 27 3.98 12.44 67061 5390 Infinity Type 2
3H 03/11/2026 03/11/2026 27 3.98 12.44 63506 5100 Infinity Type 2
4H 03/11/2026 03/11/2026 27 3.98 12.44 65340 5250 Infinity Type 2
5H 04/08/2026 04/08/2026 55 3.96 12.35 69082 5590 Infinity Type 2

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

Specimen Type Selection : Cylinder

Set Number :I
Date Sampled :02/11/2026
Sampled By :Balu Mylabathula
Contractor :N/A
Truck Number :N/A
Time Batched :N/A
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :N/A
Slump (in.) :N/A
Water added (gal.) :N/A
Laboratory Number :2026-027
Time Sampled :N/A
Weather Condition :N/A
Concrete Supplier :N/A
Mix ID :N/A
Quantity of Load (cu. yd.) :N/A
Sample Cast :9
Specified Strength :N/A
Concrete Temperature(°f) :N/A
Air Content (%) :N/A
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
1I 02/18/2026 02/18/2026 7 3.98 12.44 44431 3570 Infinity Type 6
2I 03/11/2026 03/11/2026 27 3.98 12.44 63225 5080 Infinity Type 2
3I 03/11/2026 03/11/2026 27 3.98 12.44 60509 4860 Infinity Type 2
4I 03/11/2026 03/11/2026 27 3.98 12.44 57624 4630 Infinity Type 3
5I 04/08/2026 04/08/2026 55 3.98 12.44 66458 5340 Infinity Type 6

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 / DateCatherine Lanier, March 5, 2026
Reviewer Name / DateKenneth Mosman, May 25, 2026