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Sample Record for 2025-01-30-50

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 215038 DEA: 051J7804 EFIS: 0518000052 QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-61.88/61.88
Work Description: SAFETY IMPROVEMENTS
Location Description: WELLSONA SAFETY IMPROVEMENTS, SLO 101
Contractor Name: CALPORTLAND CONSTRUCTION
Contractor Address: 1625 East Donovan Road, Santa Maria, Ca 93456
Resident Engineer: Michael Schmidt Structure Rep.: Neil Weller

Sample Information

DIME Sample ID: 2025-01-30-50
TL Number from the TL Form: 417
Sample Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Sample Organization Contact: 1 (209) 610-9363
Type of Sample: Verification
Type of Material: Concrete
Sample Taken Date: 01/30/2025
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2025
The quantity of what the sample constitutes: 20 Cylinders
A brief description of the sample: Structures concrete
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland

Material Information

The concrete mix design number: 590RN1010
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2067133
Concrete batch plant: CalPortland
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Loaded Truck
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-01-30-50-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 03/13/2025
Date Tested: 03/13/2025
Submitted By Organization: CT D05 - Paso Robles Field Laboratory
Organization Address: CA,
Organization City: ,
Organization State: CA
Organization Zipcode: 93422
Organization Email: isaac.larey.chezem@dot.ca.gov
Organization Phone: (805) 234-6493
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 5
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
Average diameter of cylinder 3 4.01 in
Average diameter of cylinder 4 3.99 in
Average diameter of cylinder 5 4.02 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.63 in^2
Cross sectional area of cylinder 3 12.63 in^2
Cross sectional area of cylinder 4 12.5 in^2
Cross sectional area of cylinder 5 12.69 in^2
Compressive strength (to nearest 10 psi) 5500 psi
Maximum load on cylinder 1 70721 lb
Maximum load on cylinder 2 71526 lb
Maximum load on cylinder 3 67921 lb
Maximum load on cylinder 4 67201 lb
Maximum load on cylinder 5 69826 lb
Compressive strength of cylinder 1 5599.4 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 5663.2 psi
Compressive strength of cylinder 3 5377.8 psi
Compressive strength of cylinder 4 5376.1 psi
Compressive strength of cylinder 5 5502.4 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 4
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 42 days
Age of specimen in hours no data0 hours