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Concrete Test Report

Date :05/12/2026
Project No :2026C115-WO 1
Client Company :WSP
Arrival Time :04/30/2026 23:30
Onsite Hours :05:30
Name of the Project :Lanier Islands Parkway
Project Location :Buford
Weather :Clear
Departure Time :05/01/2026 05:00
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: During testing, it was observed that the coarse aggregate exhibited poor adhesion to hardened cement paste.

Field Test Data

Specimen Type Selection : Cylinder

Set Number :A
Date Sampled :05/01/2026
Sampled By :Charles Bolling
Contractor :The Conlan Company Buford
Truck Number :310
Time Batched :23:49
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :58
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :2026-133
Time Sampled :00:10
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
Concrete Temperature(°f) :72
Air Content (%) :2.5
Unit Weight (pcf) :146.6

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
1A 05/08/2026 05/08/2026 7 3.98 12.41 52137 4200 105.0 Type 2
2A 05/29/2026 N/A
3A 05/29/2026 N/A
4A 05/29/2026 N/A
5A 06/26/2026 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 :05/01/2026
Sampled By :Charles Bolling
Contractor :The Conland Company Buford
Truck Number :224
Time Batched :00:34
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :57
Slump (in.) :6
Water added (gal.) :N/A
Laboratory Number :2026-133
Time Sampled :01:05
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
Concrete Temperature(°f) :70
Air Content (%) :1.5
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
1B 05/08/2026 05/08/2026 7 3.98 12.41 57867 4660 116.5 Type 2
2B 05/29/2026 N/A
3B 05/29/2026 N/A
4B 05/29/2026 N/A
5B 06/26/2026 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 :05/01/2026
Sampled By :Charles Bolling
Contractor :The Conland Company Buford
Truck Number :430
Time Batched :01:17
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :57
Slump (in.) :5
Water added (gal.) :N/A
Laboratory Number :2026-133
Time Sampled :01:50
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
Concrete Temperature(°f) :69
Air Content (%) :1.4
Unit Weight (pcf) :147.4

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
1C 05/08/2026 05/08/2026 7 3.97 12.38 51860 4190 104.8 Type 2
2C 05/29/2026 N/A
3C 05/29/2026 N/A
4C 05/29/2026 N/A
5C 06/26/2026 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 :05/01/2026
Sampled By :Charles Bolling
Contractor :The Conland Company Buford
Truck Number :430
Time Batched :02:11
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :57
Slump (in.) :5.5
Water added (gal.) :N/A
Laboratory Number :2026-133
Time Sampled :02:55
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
Concrete Temperature(°f) :70
Air Content (%) :1.2
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
1D 05/08/2026 05/08/2026 7 3.75 11.04 55240 5000 125.0 Type 3
2D 05/29/2026 N/A
3D 05/29/2026 N/A
4D 05/29/2026 N/A
5D 06/26/2026 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 :05/01/2026
Sampled By :N/A
Contractor :The Conland Company
Truck Number :430
Time Batched :04:01
Location of Placement :N/A
Number of samples cast :5
Ambient Temperature (°f) :57
Slump (in.) :4.5
Water added (gal.) :N/A
Laboratory Number :2026-133
Time Sampled :N/A
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
Concrete Temperature(°f) :72
Air Content (%) :1.2
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
1E 05/08/2026 05/08/2026 7 3.75 11.04 51882 4700 117.5 Type 5
2E 05/29/2026 N/A
3E 05/29/2026 N/A
4E 05/29/2026 N/A
5E 06/26/2026 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 :05/01/2026
Sampled By :Charles Bolling
Contractor :The Conland Company Buford
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 :2026-133
Time Sampled :N/A
Weather Condition :Clear
Concrete Supplier :Morgan Concrete
Mix ID :40CMTTILT
Quantity of Load (cu. yd.) :10
Sample Cast :6
Specified Strength :4000
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
1F 05/08/2026 05/08/2026 7 3.75 11.04 52841 4790 119.8 Type 5
2F 05/29/2026 N/A
3F 05/29/2026 N/A
4F 05/29/2026 N/A
5F 06/26/2026 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, May 12, 2026
Reviewer Name / DateKenneth Mosman, May 25, 2026