Sample Record for 2025-08-28-82
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000569 DEA: 051J8604 EFIS: 0518000081
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-7.8/16.5
Work Description: COLD PLANE AC PAVEMENT, RHMA-G, DRAINAGE SYSTEMS AND BARRIERS.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR ARROYO GRANDE AND PISMO BEACH FROM LOS BERROS ROAD UNDERCROSSING TO PISMO CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 Sunrise Terrace, Arroyo Grande, CA 93420
Resident Engineer: Philip Gaston Structure Rep.: Salvador Heredia
Sample Information
DIME Sample ID: 2025-08-28-82
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Sample Organization Contact: 8053191237
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/28/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2025
The quantity of what the sample constitutes: 10 Cy
A brief description of the sample: Portland Cement Concrete
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Alliance Ready Mix Arroyo Grande ee
Material Information
The concrete mix design number: 635C3N0P
The truck number from where the sample was collected: 127
The batch plant ticket number from where the sample was collected: 26343
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck chute
Where the material sample would have been placed if not sampled: S/B Fair oaks barrier wall
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2025-08-28-82-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/29/2025
Date Tested: 09/04/2025
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: 7-day compressive strength breaks
3600 PSI @ 28 days
Test Result Compliance: not applicable
Additional Comments When Verified:
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Unit system used?
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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
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|
Capped in accordance with?
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ASTM C617 - Sulfur Mortar Cap
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Average diameter of cylinder 1
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3.99 in
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Average diameter of cylinder 2
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3.99 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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12.5 in^2
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Cross sectional area of cylinder 2
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12.5 in^2
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Cross sectional area of cylinder 3
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12.5 in^2
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Compressive strength (to nearest 10 psi)
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3340 psi
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Maximum load on cylinder 1
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40271 lb
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Maximum load on cylinder 2
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42808 lb
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Maximum load on cylinder 3
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42439 lb
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Type of fracture pattern of cylinder 1
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4
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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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4
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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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7 days
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Age of specimen in hours
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no data0 hours
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Test 2 of 4
DIME Test ID: 2025-08-28-82-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 10/30/2025
Date Tested: 09/25/2025
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: 28-day compressive strength break results
3600 PSI @ 28 days
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
|
4.00 in
|
|
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
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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)
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5480 psi
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Maximum load on cylinder 1
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66771 lb
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Maximum load on cylinder 2
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69069 lb
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Maximum load on cylinder 3
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70773 lb
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Type of fracture pattern of cylinder 1
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4
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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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4
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|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
|
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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Test 3 of 4
DIME Test ID: 2025-08-28-82-3
Test Method: CTM 557-June 2020: Method of Test for Temperature of Freshly Mixed Hydraulic Cement Concrete
Verified Date: 10/29/2025
Date Tested: 08/28/2025
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Maximum allowed temperature 90 F
Test Result Compliance: complies
Additional Comments When Verified:
Test 4 of 4
DIME Test ID: 2025-08-28-82-4
Test Method: CTM 556-January 2018: Method of Test for Slump of Fresh Portland Cement Concrete
Verified Date: 10/29/2025
Date Tested: 08/28/2025
Submitted By Organization: CT D05 - Santa Maria Field Laboratory
Organization Address: 2053 Preisker Lane, Suite E,
Organization City: Santa Maria
Organization State: CA
Organization Zipcode: 93427
Organization Email: isaac.gleffe@dot.ca.gov
Organization Phone: (805) 319-1237
General Comments for this Test: Slump 1-4" Requirement
Test Result Compliance: complies
Additional Comments When Verified:
