Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001574 DEA: 060X4304 EFIS: 0618000065 COOP: NONE
QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-5725--
Work Description: TREE CREW AND SPECIAL CREWS BUILDING.
Location Description: FRESNO COUNTY IN FRESNO AT WEST AVENUE MAINTENANCE STATION AT 1283 NORTH WEST AVENUE
Contractor Name: Bowe Contractors, Inc. (Greg Willcutt)
Contractor Address: 609 Bailey Court, Tehachapi, CA 93561
Resident Engineer: Mohammed Alqutami Structure Rep.: Sok Heng Thun
DIME Sample ID: 2026-07-17-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Millbrook Field Laboratory
Sample Organization Contact: (559) 341-3953
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 07/17/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2026
The quantity of what the sample constitutes: 76
A brief description of the sample: concrete from foundation slab
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex Fresno
The concrete mix design number: 1636772
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 10076224
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sample was collected between gridlines K & L
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-07-17-1-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/24/2026
Date Tested: 07/24/2026
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Average diameter of cylinder 1
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4.01 in
|
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Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
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12.63 in^2
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Cross sectional area of cylinder 2
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12.63 in^2
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Cross sectional area of cylinder 3
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12.57 in^2
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Compressive strength (to nearest 10 psi)
|
3120 psi
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Maximum load on cylinder 1
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38764 lb
|
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Maximum load on cylinder 2
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39911 lb
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Maximum load on cylinder 3
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39250 lb
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Compressive strength of cylinder 1
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3069.2 psi
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Type of fracture pattern of cylinder 1
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3
|
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Compressive strength of cylinder 2
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3160.0 psi
|
|
Compressive strength of cylinder 3
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3122.5 psi
|
|
Type of fracture pattern of cylinder 2
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3
|
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Type of fracture pattern of cylinder 3
|
2
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2026-07-17-1-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/18/2026
Date Tested: 08/14/2026
Submitted By Organization: CT D06 - Millbrook Field Laboratory
Organization Address: 1352 W. Olive Ave,
Organization City: Fresno
Organization State: CA
Organization Zipcode: 93728
Organization Email: tomas.silva@dot.ca.gov
Organization Phone: (559) 341-3953
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
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Cross sectional area of cylinder 1
|
12.63 in^2
|
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Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
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Compressive strength (to nearest 10 psi)
|
4390 psi
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Maximum load on cylinder 1
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54549 lb
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Maximum load on cylinder 2
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55902 lb
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Maximum load on cylinder 3
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55775 lb
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Compressive strength of cylinder 1
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4319.0 psi
|
|
Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4426.1 psi
|
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Compressive strength of cylinder 3
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4437.2 psi
|
|
Type of fracture pattern of cylinder 2
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2
|
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Type of fracture pattern of cylinder 3
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3
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
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Correction factor for cylinder 1
|
1
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
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1
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Age of specimen
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28 days
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Age of specimen in hours
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no data0 hours
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