Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000525 DEA: 034J2504 EFIS: 0323000167 MINOR: 03A3729
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-51-1.3
Work Description: Place structural approach slab at both the approach and departure/
Location Description: Rte 51 in Sacramento at G street undercrossing
Contractor Name: T.P.A CONSTRUCTION, INC.
Contractor Address: 1770 Booth Road, Roseville, CA 95747
Resident Engineer: Hani Eissa Structure Rep.: Eric Duray
DIME Sample ID: 2025-07-16-56
TL Number from the TL Form: 25-126
Sample Submitted By Organization: Atlas - Oakland
Sample Organization Contact: (510) 434-3018
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/17/2025
The quantity of what the sample constitutes: 3 concrete cylinders
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Unknown
The concrete mix design number: 80371TP
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-07-16-56-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/31/2025
Date Tested: 07/31/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured.
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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Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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Apparent mass of submerged cylinder 1
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no data0 lb
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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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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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5290 psi
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Maximum load on cylinder 1
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66860 lb
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Maximum load on cylinder 2
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65650 lb
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Maximum load on cylinder 3
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66980 lb
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Compressive strength of cylinder 1
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5320.0 psi
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Type of fracture pattern of cylinder 1
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1
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Compressive strength of cylinder 2
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5220.0 psi
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Compressive strength of cylinder 3
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5330 psi
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Type of fracture pattern of cylinder 2
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1
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Type of fracture pattern of cylinder 3
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1
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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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no data0 days
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Age of specimen in hours
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no data0 hours
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Serial number of delivery ticket, if available
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no data
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