Catherine Lanier 93877

Concrete Test Report

Date :04/02/2026

Project No :2026C115-WO 1

Client Company :WSP

Arrival Time :04/01/2026 21:00

Onsite Hours :12:00

Name of the Project :Lanier Islands Parkway

Project Location :Buford

Weather :cold

Departure Time :04/02/2026 09:00

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 :04/02/2026

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.) :5.5

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :00:30

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :5

Unit Weight (pcf) :143.6

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
A1	04/09/2026	04/09/2026	7	3.98	12.41	49557	3990	Infinity	Type 2
A2	04/30/2026	04/30/2026	28	3.97	12.38	60270	4870	Infinity	Type 2
A3	04/30/2026	04/30/2026	28	3.97	12.38	61581	4970	Infinity	Type 5
A4	04/30/2026	04/30/2026	28	3.97	12.38	63246	5110	Infinity	Type 3
A5	05/28/2026		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 :04/02/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :11

Time Batched :N/A

Location of Placement :N/A

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :4.5

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

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

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :67

Air Content (%) :3.7

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
B1	04/09/2026	04/09/2026	7	3.98	12.41	54483	4390	Infinity	Type 2
B2	04/30/2026	04/30/2026	28	3.98	12.41	65197	5250	Infinity	Type 2
B3	04/30/2026	04/30/2026	28	3.98	12.41	70526	5680	Infinity	Type 2
B4	04/30/2026	04/30/2026	28	3.98	12.41	63364	5110	Infinity	Type 3
B5	05/28/2026		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 :04/02/2026

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.) :6

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :N/A

Air Content (%) :4

Unit Weight (pcf) :143.2

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
C1	04/09/2026	04/09/2026	7	3.97	12.38	46821	3780	Infinity	Type 5
C2	04/30/2026	04/30/2026	28	3.97	12.38	63491	5130	Infinity	Type 2
C3	04/30/2026	04/30/2026	28	3.97	12.38	60923	4920	Infinity	Type 5
C4	04/30/2026	04/30/2026	28	3.97	12.38	60749	4910	Infinity	Type 3
C5	05/28/2026		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 :04/02/2026

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.) :6

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :67

Air Content (%) :4

Unit Weight (pcf) :144.1

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
D1	04/09/2026	04/09/2026	7	3.98	12.44	49550	3980	Infinity	Type 2
D2	04/30/2026	04/30/2026	28	3.98	12.44	62031	4990	Infinity	Type 2
D3	04/30/2026	04/30/2026	28	3.98	12.44	67434	5420	Infinity	Type 3
D4	04/30/2026	04/30/2026	28	3.98	12.44	64978	5220	Infinity	Type 3
D5	05/28/2026		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 :04/02/2026

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.) :5.5

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :5

Unit Weight (pcf) :142.1

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
E1	04/09/2026	04/09/2026	7	3.97	12.38	51280	4140	Infinity	Type 5
E2	04/30/2026	04/30/2026	28	3.97	12.38	69990	5650	Infinity	Type 2
E3	04/30/2026	04/30/2026	28	3.97	12.38	56364	4550	Infinity	Type 2
E4	04/30/2026	04/30/2026	28	3.97	12.38	63543	5130	Infinity	Type 2
E5	05/28/2026		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 :04/02/2026

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.) :4

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :3.2

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
F1	04/09/2026	04/09/2026	7	3.97	12.38	48664	3930	Infinity	Type 2
F2	04/30/2026	04/30/2026	28	3.97	12.38	60278	4870	Infinity	Type 2
F3	04/30/2026	04/30/2026	28	3.97	12.38	65032	5250	Infinity	Type 3
F4	04/30/2026	04/30/2026	28	3.97	12.38				Type 2
F5	05/28/2026	05/28/2026	56

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 :04/02/2026

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.) :5.5

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :4

Unit Weight (pcf) :143

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
G1	04/09/2026	04/09/2026	7	3.97	12.38	50774	4100	Infinity	Type 5
G2	04/30/2026	04/30/2026	28	3.97	12.38	58225	4700	Infinity	Type 5
G3	04/30/2026	04/30/2026	28	3.97	12.38	68275	5510	Infinity	Type 3
G4	04/30/2026	04/30/2026	28	3.97	12.38	61766	4990	Infinity	Type 2
G5	05/28/2026	05/28/2026	56

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 :04/02/2026

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.) :4.5

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :69

Air Content (%) :3.2

Unit Weight (pcf) :145.1

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
H1	04/09/2026	04/09/2026	7	3.96	12.35	51020	4130	Infinity	Type 2
H2	04/30/2026	04/30/2026	28	3.96	12.35	64953	5260	Infinity	Type 2
H3	04/30/2026	04/30/2026	28	3.96	12.35	71882	5820	Infinity	Type 3
H4	04/30/2026	04/30/2026	28	3.96	12.35	70784	5730	Infinity	Type 2
H5	05/28/2026	05/28/2026	56

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 :04/02/2026

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.) :6

Water added (gal.) :N/A

Laboratory Number :2026-088

Time Sampled :N/A

Weather Condition :cold

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :9

Specified Strength :4000

Concrete Temperature(°f) :66

Air Content (%) :3

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
I1	04/09/2026	04/09/2026	7	3.98	12.41	50081	4040	Infinity	Type 2
I2	04/30/2026	04/30/2026	28	3.98	12.41	58622	4720	Infinity	Type 2
I3	04/30/2026	04/30/2026	28	3.98	12.41	69454	5600	Infinity	Type 2
I4	04/30/2026	04/30/2026	28	3.98	12.41	64382	5190	Infinity	Type 3
I5	05/28/2026		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, April 2, 2026

Reviewer Name / DateKenneth Mosman, May 25, 2026