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: 2026-07-20-1
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: 07/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2026
The quantity of what the sample constitutes: 85.50
A brief description of the sample: Concrete for 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: 10076189
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sample was taken between gridlines E & D
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-07-20-1-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/27/2026
Date Tested: 07/27/2026
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:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
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
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.01 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
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Cross sectional area of cylinder 2
|
12.63 in^2
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Cross sectional area of cylinder 3
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12.63 in^2
|
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Compressive strength (to nearest 10 psi)
|
3090 psi
|
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Maximum load on cylinder 1
|
39014 lb
|
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Maximum load on cylinder 2
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39106 lb
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Maximum load on cylinder 3
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38772 lb
|
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Compressive strength of cylinder 1
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3103.7 psi
|
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Type of fracture pattern of cylinder 1
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3
|
|
Compressive strength of cylinder 2
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3096.3 psi
|
|
Compressive strength of cylinder 3
|
3069.8 psi
|
|
Type of fracture pattern of cylinder 2
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3
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
|
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
DIME Test ID: 2026-07-20-1-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 08/18/2026
Date Tested: 08/17/2026
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 C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4330 psi
|
|
Maximum load on cylinder 1
|
53848 lb
|
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Maximum load on cylinder 2
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53875 lb
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Maximum load on cylinder 3
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55848 lb
|
|
Compressive strength of cylinder 1
|
4283.9 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4265.6 psi
|
|
Compressive strength of cylinder 3
|
4443 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
