Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993184 DEA: 040A7724 EFIS: 0420000288 COOP: 042763
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-80-6.4/6.8
Work Description: Excavation, HMA, structural concrete, minor concrete and drainage.
Location Description: IN BERKELEY AND ALBANY FROM 0.6 MILE NORTH OF UNIVERSITY AVENUE OVERCROSSING TO 0.3 MILE SOUTH OF EL CERRITO SEPARATION AND OVERHEAD
Contractor Name: OC Jones (Will Dieterich)
Contractor Address: 1520 Fourth Street, Berkeley, CA 94710
Resident Engineer: Maxime Dabilly Structure Rep.: Eric Urementa
DIME Sample ID: 2023-07-25-93
TL Number from the TL Form:
Sample Submitted By Organization: Golden State Bridge, Incorporated
Sample Organization Contact: (415) 720-6577
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 07/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2023
The quantity of what the sample constitutes: 5 cylindrical samples from 9 yards concrete
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: Right Away Ready Mix
The concrete mix design number: DDJ118E3
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 03946342
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Retaining wall number 175 on the east side
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2023-07-25-93-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/10/2023
Date Tested: 08/01/2023
Submitted By Organization: Golden State Bridge, Incorporated
Organization Address: 3701 Mallard Drive ,
Organization City: Benicia
Organization State: CA
Organization Zipcode: 94510
Organization Email: paul@gsbridge.com
Organization Phone: (415) 720-6577
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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5
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Test performed
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With no density determined
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Apparent mass of submerged cylinder 1
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9 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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Average diameter of cylinder 4
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4.00 in
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Average diameter of cylinder 5
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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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Cross sectional area of cylinder 4
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12.57 in^2
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Cross sectional area of cylinder 5
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12.57 in^2
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Compressive strength (to nearest 10 psi)
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7340 psi
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Maximum load on cylinder 1
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75210 lb
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Maximum load on cylinder 2
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95040 lb
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Maximum load on cylinder 3
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91010 lb
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Maximum load on cylinder 4
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92240 lb
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Maximum load on cylinder 5
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0 lb
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Type of fracture pattern of cylinder 1
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3
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Type of fracture pattern of cylinder 2
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3
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Type of fracture pattern of cylinder 3
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3
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Type of fracture pattern of cylinder 4
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3
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Type of fracture pattern of cylinder 5
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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
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1.00
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Correction factor for cylinder 2
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1.00
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Correction factor for cylinder 3
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1.00
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Correction factor for cylinder 4
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1.00
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Correction factor for cylinder 5
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1.00
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Age of specimen
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0 days
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Age of specimen in hours
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0 hours
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Serial number of delivery ticket, if available
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no data
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