Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001645 DEA: 051R1004 EFIS: 0523000125
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO, -1-32.6
Work Description: BRIDGE REPLACEMENT, HMA, AND RSP PROTECTION.
Location Description: SAN LUIS OBISPO COUNTY NEAR MORRO BAY AT TORO CREEK BRIDGE
Contractor Name: SOUZA CONSTRUCTION
Contractor Address: 4027 Santa Fe Road, San Luis Obispo, CA 93403
Resident Engineer: Dean Russu Structure Rep.: Dave Lewis
DIME Sample ID: 2026-04-28-71
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Sample Organization Contact: 805-540-9933
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/28/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2026
The quantity of what the sample constitutes: 752RHS1280 Trial Batch
A brief description of the sample: 28 and 42 Day Cylinder Samples
From where was the sample collected: Manufacturer
Laboratory sample identification: 752RHS1280 Trial Batch
Structure unique identifier:
Structure name: Trial Batch
The fabricator/manufacturer/facility name: CalPortland San Luis Obispo
The concrete mix design number: 752RHS1280
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Mix Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-04-28-71-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/24/2026
Date Tested: 05/26/2026
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
US Units
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|
Number of specimens
|
3
|
|
Test performed
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With no density determined
|
|
Capped in accordance with?
|
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
|
4.00 in
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|
Average diameter of cylinder 3
|
4.00 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
|
12.57 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)
|
6570 psi
|
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Maximum load on cylinder 1
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83399 lb
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Maximum load on cylinder 2
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82610 lb
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Maximum load on cylinder 3
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81605 lb
|
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Compressive strength of cylinder 1
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6634.8 psi
|
|
Type of fracture pattern of cylinder 1
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4
|
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Compressive strength of cylinder 2
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6572.0 psi
|
|
Compressive strength of cylinder 3
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6492 psi
|
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Type of fracture pattern of cylinder 2
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4
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Type of fracture pattern of cylinder 3
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6
|
|
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
|
28 days
|
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Age of specimen in hours
|
no data0 hours
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DIME Test ID: 2026-04-28-71-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/24/2026
Date Tested: 06/09/2026
Submitted By Organization: CT D05 - Whitley Gardens Field Laboratory
Organization Address: 102 South Whitley Gardens Drive,
Organization City: Paso Robles
Organization State: CA
Organization Zipcode: 93346
Organization Email: kyle.engen@dot.ca.gov
Organization Phone: (805) 540-9933
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
|
4.00 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
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6820 psi
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|
Maximum load on cylinder 1
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86109 lb
|
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Maximum load on cylinder 2
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86688 lb
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Maximum load on cylinder 3
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84550 lb
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Compressive strength of cylinder 1
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6850.4 psi
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Type of fracture pattern of cylinder 1
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4
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Compressive strength of cylinder 2
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6896.4 psi
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|
Compressive strength of cylinder 3
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6726.3 psi
|
|
Type of fracture pattern of cylinder 2
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2
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Type of fracture pattern of cylinder 3
|
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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42 days
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|
Age of specimen in hours
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no data0 hours
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