Catherine Lanier 94451

Concrete Test Report

Date :05/18/2026

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 :Charles Bolling

Concrete Placement Information

Location(S): N/A

Testing: 6 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: 6 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 :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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
1	05/22/2026	05/22/2026	7	3.98	12.41	57381	4620	Infinity	Type 5
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	07/10/2026		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 :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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
1	05/22/2026	05/22/2026	7	3.98	12.41	56029	4510	Infinity	Type 6
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	07/10/2026		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 :C

Date Sampled :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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
1	05/22/2026	05/22/2026	7	3.98	12.41	56464	4550	Infinity	Type 3
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	07/10/2026		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 :D

Date Sampled :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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
1	05/22/2026	05/22/2026	7	3.98	12.41	50901	4100	Infinity	Type 2
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	07/10/2026		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 :E

Date Sampled :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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.)	Type of Fracture
1	05/22/2026	05/22/2026	7	3.98	12.41	Type 2
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	07/10/2026		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 :F

Date Sampled :05/15/2026

Sampled By :Charles Bolling

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 :2026-150

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 :6

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
1	05/22/2026	05/22/2026	7	3.98	12.41	53753	4330	Infinity	Type 2
2	06/12/2026		N/A
3	06/12/2026		N/A
4	06/12/2026		N/A
5	06/12/2026		N/A
6	07/10/2026		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

Technician Signature / DateCatherine Lanier, May 18, 2026

Reviewer Name / DateKenneth Mosman, May 26, 2026