Catherine Lanier 91975

Concrete Test Report

Date :03/23/2026

Project No :2026C115-WO 1

Client Company :WSP

Arrival Time :

Onsite Hours :

Name of the Project :Lanier Islands Parkway

Project Location :Buford

Weather :

Departure Time :

ASEC Technician Name :Mahendra Mylabathula

Concrete Placement Information

Location(S): N/A

Testing: 1 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: 1 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 :03/23/2026

Sampled By :Mahendra Mylabathula

Contractor :CONLAN COMPANY

Truck Number :1

Time Batched :N/A

Location of Placement :F2

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :6

Water added (gal.) :N/A

Laboratory Number :2026-067

Time Sampled :04:00

Weather Condition :N/A

Concrete Supplier :MORGAN

Mix ID :4000 57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :1

Specified Strength :4000

Concrete Temperature(°f) :70

Air Content (%) :3

Unit Weight (pcf) :148.8

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	03/30/2026	03/30/2026	7	4.00	12.57	51338	4080	102.0	Type 2
2	04/20/2026		N/A
3	04/20/2026		N/A
4	04/20/2026		N/A
5	05/18/2026		N/A

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 :03/23/2026

Sampled By :Mahendra Mylabathula

Contractor :COLMAN

Truck Number :11

Time Batched :N/A

Location of Placement :F8

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :6

Water added (gal.) :N/A

Laboratory Number :2026-067

Time Sampled :5

Weather Condition :N/A

Concrete Supplier :MORGAN

Mix ID :4000 57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :1

Specified Strength :4000

Concrete Temperature(°f) :75

Air Content (%) :2.5

Unit Weight (pcf) :147.5

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

Specimen Type Selection : Cylinder

Set Number :C

Date Sampled :03/23/2026

Sampled By :Mahendra Mylabathula

Contractor :COLMAN

Truck Number :21

Time Batched :N/A

Location of Placement :F16

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :5

Water added (gal.) :N/A

Laboratory Number :2026-067

Time Sampled :6

Weather Condition :N/A

Concrete Supplier :MORGAN

Mix ID :4000 57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :1

Specified Strength :4000

Concrete Temperature(°f) :70

Air Content (%) :3

Unit Weight (pcf) :149.7

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

Specimen Type Selection : Cylinder

Set Number :D

Date Sampled :03/23/2026

Sampled By :Mahendra Mylabathula

Contractor :COLMAN

Truck Number :31

Time Batched :N/A

Location of Placement :F20

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :5

Water added (gal.) :N/A

Laboratory Number :2026-067

Time Sampled :7

Weather Condition :N/A

Concrete Supplier :MORGAN

Mix ID :4000 57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :1

Specified Strength :4000

Concrete Temperature(°f) :70

Air Content (%) :2.5

Unit Weight (pcf) :147.6

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 / DateCatherine Lanier, March 23, 2026

Reviewer Name / DateKenneth Mosman, April 13, 2026