Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000680 DEA: 051G9504 EFIS: 0516000005
QA Service Level: 1
DIST-CO-RTE-PM: 05-SCR-9-9.0/25.5
Work Description: DRAINAGE SYSTEM UPGRADES AND SLOPE STABILIZATION AT INLETS & OUTLETS.
Location Description: SANTA CRUZ COUNTY NEAR BEN LOMOND AT VARIOUS LOCATIONS FROM SCENIC WAY TO 4.7 MILES NORTH OF THE NORTHERN JUNCTION OF ROUTES 9/236.
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 Camille Avenue, Alamo, Ca 94507
Resident Engineer: Azin Sadeghi Structure Rep.: Stepehn Pozzo
DIME Sample ID: 2026-05-26-38
TL Number from the TL Form:
Sample Submitted By Organization: Rinker Materials
Sample Organization Contact: (916) 381-3910
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 05/26/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/26/2026
The quantity of what the sample constitutes: 1 pipe
A brief description of the sample: Concrete testing cylinders - Mix 12B Precast
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rinker Materials - Florin Rd./Besser
The concrete mix design number: MIX 12B PRECAST
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 2-18091
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Florin Rd./Besser South plant - 120" RCP Jack Pipe production
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2026-05-26-38-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 07/14/2026
Date Tested: 06/23/2026
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
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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Cross sectional area of cylinder 1
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12.566 in^2
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Cross sectional area of cylinder 2
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12.566 in^2
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Cross sectional area of cylinder 3
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12.566 in^2
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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Compressive strength (to nearest 10 psi)
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8630 psi
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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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Maximum load on cylinder 1
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108640 lb
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Maximum load on cylinder 2
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106500 lb
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Maximum load on cylinder 3
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110245 lb
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Type of fracture pattern of cylinder 1
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2
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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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2
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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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DIME Test ID: 2026-05-26-38-2
Test Method: CTM TEMP1-16: Test Method for Monitoring Precast Concrete Curing Temperature (Curing temperature)
Verified Date: 07/14/2026
Date Tested: 05/26/2026
Submitted By Organization: Rinker Materials
Organization Address: 7020 Tokay Avenue,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95828
Organization Email: edgar.benitez@rinkerpipe.com
Organization Phone: (209) 401-6972
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
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Precast Maximum Curing Temperature
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112.3 °F
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