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: 2026-06-25-39
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3675 - Monterey, Santa Cruz, San Benito
Sample Organization Contact: (805) 471-2109
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/25/2026
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2026
The quantity of what the sample constitutes: 220 CY
A brief description of the sample: 9 cylinders testing footing & shear wall
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: 32042170
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Footing and shear wall (Gridline J roughly)
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-06-25-39-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/02/2026
Date Tested: 07/02/2026
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: Required strenght 4000 psi @ 28 days
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
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3
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|
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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4.00 in
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Average diameter of cylinder 2
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4.00 in
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Average diameter of cylinder 3
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4.00 in
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Cross sectional area of cylinder 1
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12.57 in^2
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Cross sectional area of cylinder 2
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12.57 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)
|
2650 psi
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Maximum load on cylinder 1
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33015 lb
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Maximum load on cylinder 2
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32961 lb
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Maximum load on cylinder 3
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33796 lb
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Compressive strength of cylinder 1
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2626.5 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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2622.2 psi
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Compressive strength of cylinder 3
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2688.6 psi
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|
Type of fracture pattern of cylinder 2
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3
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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
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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
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7 days
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Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2026-06-25-39-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/24/2026
Date Tested: 07/23/2026
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: Required strenght 4000 psi @ 28 days
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
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Average diameter of cylinder 2
|
4.01 in
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Average diameter of cylinder 3
|
4.00 in
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Cross sectional area of cylinder 1
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12.57 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)
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3840 psi
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Maximum load on cylinder 1
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48472 lb
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Maximum load on cylinder 2
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48700 lb
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Maximum load on cylinder 3
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47988 lb
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Compressive strength of cylinder 1
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3856.2 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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3855.9 psi
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Compressive strength of cylinder 3
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3817.7 psi
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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
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1
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Correction factor for cylinder 2
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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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DIME Test ID: 2026-06-25-39-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/06/2026
Date Tested: 08/06/2026
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
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.01 in
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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)
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4160 psi
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Maximum load on cylinder 1
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52393 lb
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Maximum load on cylinder 2
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53018 lb
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Maximum load on cylinder 3
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52033 lb
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Compressive strength of cylinder 1
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4148.3 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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4197.8 psi
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Compressive strength of cylinder 3
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4139.5 psi
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Type of fracture pattern of cylinder 2
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3
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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
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1
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Correction factor for cylinder 2
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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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42 days
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Age of specimen in hours
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no data0 hours
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