Catherine Lanier 91977

Concrete Test Report

Date :03/23/2026

Project No :2026C115-WO 1

Client Company :WSP

Arrival Time :03/23/2026 23:00

Onsite Hours :07:00

Name of the Project :Lanier Islands Parkway

Project Location :Buford

Weather :

Departure Time :03/24/2026 06:

ASEC Technician Name :Zabihullah Lodin

Concrete Placement Information

Location(S): N/A

Testing: 10 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: 10 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 :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :10/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :58

Slump (in.) :3.5

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :23:10

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :70

Air Content (%) :1.8

Unit Weight (pcf) :147.2

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	47630	3790	Infinity	Type 6
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 :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :110/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :54

Slump (in.) :6

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :23:35

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :67

Air Content (%) :1.6

Unit Weight (pcf) :145

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	46356	3690	Infinity	Type 5
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 :C

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :210/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :54

Slump (in.) :5

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :01:25

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :65

Air Content (%) :2.2

Unit Weight (pcf) :144.3

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	44375	3530	Infinity	Type 5
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 :D

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :310/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :52

Slump (in.) :3.25

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :01:35

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :66

Air Content (%) :1.8

Unit Weight (pcf) :146.5

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
1	03/30/2026	03/30/2026	7	4.00	12.57	51969	4130	Infinity	Type 6
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 :E

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :410/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :52

Slump (in.) :4

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :01:55

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :66

Air Content (%) :1.6

Unit Weight (pcf) :146.5

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
1	03/30/2026	03/30/2026	7	4.00	12.57	49119	3910	Infinity	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 :F

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :510/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :52

Slump (in.) :4.5

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :02:35

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :65

Air Content (%) :1.7

Unit Weight (pcf) :146

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	52007	4140	Infinity	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 :G

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :610/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :54

Slump (in.) :6

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :03:27

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :65

Air Content (%) :1.6

Unit Weight (pcf) :146.3

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	49135	3910	Infinity	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 :H

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :710/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :50

Slump (in.) :6.25

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :04:07

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :64

Air Content (%) :1.5

Unit Weight (pcf) :144

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	44867	3570	Infinity	Type 5
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 :I

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

Contractor :N/A

Truck Number :N/A

Time Batched :N/A

Location of Placement :810/810 cu. yd.

Number of samples cast :5

Ambient Temperature (°f) :50

Slump (in.) :5

Water added (gal.) :N/A

Laboratory Number :2026-066

Time Sampled :05:57

Weather Condition :N/A

Concrete Supplier :N/A

Mix ID :N/A

Quantity of Load (cu. yd.) :N/A

Sample Cast :10

Specified Strength :N/A

Concrete Temperature(°f) :64

Air Content (%) :1.5

Unit Weight (pcf) :146

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	44049	3500	Infinity	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 :J

Date Sampled :03/23/2026

Sampled By :Zabihullah Lodin

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 :2026-066

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 :10

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	03/30/2026	03/30/2026	7	4.00	12.57	45805	3640	Infinity	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

Technician Signature / DateCatherine Lanier, March 23, 2026

Reviewer Name / DateKenneth Mosman, April 13, 2026