Catherine Lanier 92612

Concrete Test Report

Date :03/31/2026

Project No :2026C115-WO 1

Client Company :WSP

Arrival Time :03/30/2026 21:00

Onsite Hours :12:00

Name of the Project :Lanier Islands Parkway

Project Location :Buford

Weather :Cloudy

Departure Time :03/31/2026 09:00

ASEC Technician Name :Balu Mylabathula

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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :conlan

Truck Number :1

Time Batched :22:45

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 :2026-082

Time Sampled :23:00

Weather Condition :Cloudy

Concrete Supplier :morgan

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :1.7

Unit Weight (pcf) :148.5

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
A1	04/07/2026	04/07/2026	7	3.75	11.04	50547	4580	Infinity	Type 5
A2	04/28/2026	04/28/2026	28	3.75	11.04	66936	6060	151.5	Type 2
A3	04/28/2026	04/28/2026	28	3.75	11.04	69084	6260	156.5	Type 5
A4	04/28/2026	04/28/2026	28	3.75	11.04	63753	5770	144.3	Type 3
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :CONLAN

Truck Number :11

Time Batched :23:36

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 :2026-082

Time Sampled :12:00

Weather Condition :Cloudy

Concrete Supplier :MORGAN

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :65

Air Content (%) :2.7

Unit Weight (pcf) :147.3

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
B1	04/07/2026	04/07/2026	7	3.80	11.34	47522	4190	Infinity	Type 2
B2	04/28/2026	04/28/2026	28	3.75	11.04	63505	5750	143.8	Type 5
B3	04/28/2026	04/28/2026	28	3.75	11.04	64115	5810	145.3	Type 3
B4	04/28/2026	04/28/2026	28	3.85	11.64	65357	5610	140.3	Type 2
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :CONLAN

Truck Number :21

Time Batched :00:26

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 :2026-082

Time Sampled :01:00

Weather Condition :Cloudy

Concrete Supplier :MORGAN

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :66

Air Content (%) :2.2

Unit Weight (pcf) :146.8

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
C1	04/07/2026	04/07/2026	7	3.75	11.04	49177	4450	Infinity	Type 5
C2	04/28/2026	04/28/2026	28	3.75	11.04	58649	5310	132.8	Type 2
C3	04/28/2026	04/28/2026	28	3.80	11.34	60821	5360	134.0	Type 5
C4	04/28/2026	04/28/2026	28	3.85	11.64	60105	5160	129.0	Type 2
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :CONBUF

Truck Number :31

Time Batched :01:15

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 :2026-082

Time Sampled :01:45

Weather Condition :Cloudy

Concrete Supplier :MORGAN

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :65

Air Content (%) :1.5

Unit Weight (pcf) :144.6

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
D1	04/07/2026	04/07/2026	7	3.80	11.34	49746	4390	Infinity	Type 5
D2	04/28/2026	04/28/2026	28	3.75	11.04				Type 2
D3	04/28/2026	04/28/2026	28	3.75	11.04	64067	5800	145.0	Type 5
D4	04/28/2026	04/28/2026	28	3.75	11.04	65186	5900	147.5	Type 3
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :41

Time Batched :02:06

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 :2026-082

Time Sampled :02:15

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :1.7

Unit Weight (pcf) :148.9

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	04/07/2026	04/07/2026	7	3.75	11.04	51731	4690	Infinity	Type 2
E2	04/28/2026	04/28/2026	28	3.70	10.75	64234	5980	149.5	Type 3
E3	04/28/2026	04/28/2026	28	3.80	11.34	70090	6180	154.5	Type 2
E4	04/28/2026	04/28/2026	28	3.80	11.34	62467	5510	137.8	Type 5
E5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :51

Time Batched :03:02

Location of Placement :N/A

Number of samples cast :5

Ambient Temperature (°f) :N/A

Slump (in.) :5

Water added (gal.) :N/A

Laboratory Number :2026-082

Time Sampled :03:18

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :66

Air Content (%) :1.7

Unit Weight (pcf) :145.6

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
F1	04/07/2026	04/07/2026	7	3.85	11.64	53280	4580	Infinity	Type 2
F2	04/28/2026	04/28/2026	28	3.75	11.04	66227	6000	150.0	Type 5
F3	04/28/2026	04/27/2026	27	3.70	10.75	68580	6380	159.5	Type 2
F4	04/28/2026	04/28/2026	28	3.65	10.46	67336	6440	161.0	Type 5
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :61

Time Batched :03:54

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 :2026-082

Time Sampled :04:

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :65

Air Content (%) :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
G1	04/07/2026	04/07/2026	7	3.60	10.18	50692	4980	Infinity	Type 5
G2	04/28/2026	04/28/2026	28	3.65	10.46	61707	5900	147.5	Type 2
G3	04/28/2026	04/28/2026	28	3.75	11.04	63077	5710	142.8	Type 3
G4	04/28/2026	04/28/2026	28	3.80	11.34	62919	5550	138.8	Type 2
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :71

Time Batched :04:42

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 :2026-082

Time Sampled :05:

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :1.7

Unit Weight (pcf) :144.5

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
H1	04/07/2026	04/07/2026	7	3.65	10.46	45837	4380	Infinity	Type 1
H2	04/28/2026	04/28/2026	28	3.75	11.04	61849	5600	140.0	Type 2
H3	04/28/2026	04/28/2026	28	3.70	10.75	58930	5480	137.0	Type 3
H4	04/28/2026	04/28/2026	28	3.75	11.04	58930	5340	133.5	Type 2
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :81

Time Batched :05:36

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 :2026-082

Time Sampled :6

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :68

Air Content (%) :1.5

Unit Weight (pcf) :140.6

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
I1	04/07/2026	04/07/2026	7	3.75	11.04	51433	4660	Infinity	Type 2
I2	04/28/2026	04/28/2026	28	3.65	10.46	65818	6290	157.3	Type 6
I3	04/28/2026	04/28/2026	28	3.75	11.04	65179	5900	147.5	Type 5
I4	04/28/2026	04/28/2026	28	3.70	10.75	63191	5880	147.0	Type 2
5	05/26/2026		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 :03/31/2026

Sampled By :Balu Mylabathula

Contractor :N/A

Truck Number :91

Time Batched :06:31

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 :2026-082

Time Sampled :07:

Weather Condition :Cloudy

Concrete Supplier :N/A

Mix ID :57-89 SOG NA

Quantity of Load (cu. yd.) :10

Sample Cast :10

Specified Strength :4000

Concrete Temperature(°f) :65

Air Content (%) :1.2

Unit Weight (pcf) :142.3

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
J1	04/07/2026	04/07/2026	7	3.70	10.75	48992	4560	Infinity	Type 2
J2	04/28/2026	04/28/2026	28	3.75	11.04	64053	5800	145.0	Type 2
J3	04/28/2026	04/28/2026	28	3.75	11.04	60979	5520	138.0	Type 2
4	04/28/2026	04/28/2026	28	3.75	11.04	62181	5630	140.8	Type 2
5	05/26/2026		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 31, 2026

Reviewer Name / DateKenneth Mosman, May 25, 2026