Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000601 DEA: 041X7204 EFIS: 0424000430
QA Service Level: 1
DIST-CO-RTE-PM: 04-CC-580-6.22/6.22
Work Description:
Location Description:
Contractor Name: AMERICAN CIVIL CONSTRUCTORS (Claudio Roman))
Contractor Address: 3701 MALLARD DRIVE, BENICIA CA 94510
Resident Engineer: Behzad Halali Structure Rep.: Eric Racadag
DIME Sample ID: 2024-10-09-12
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Richmond
Sample Organization Contact: (510) 231-7108
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 10/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/09/2024
The quantity of what the sample constitutes: 1.5
A brief description of the sample: Rapid Strength Concrete from deck pour
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 28-0100
Structure name: Richmond-San Rafael Bridge
The fabricator/manufacturer/facility name: ACC
The concrete mix design number: 21005A
The truck number from where the sample was collected: 24 7840
The batch plant ticket number from where the sample was collected: 24 7840
Concrete batch plant: ACC Volumetric Mixer
The fabricator/manufacturer designation for the sample: CTS - 1" x #4
A detailed description of where the material sample was collected: Pier 21.7 Upper Deck
Where the material sample would have been placed if not sampled: bridge deck
From Lot No.: JB3E01H31
Bag Lot No.:
DIME Test ID: 2024-10-09-12-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/30/2024
Date Tested: 10/30/2024
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
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US Units
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|
Number of specimens
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3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
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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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3.95 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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12.25 in^2
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Cross sectional area of cylinder 3
|
12.57 in^2
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Compressive strength (to nearest 10 psi)
|
4180 psi
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Maximum load on cylinder 1
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57570 lb
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Maximum load on cylinder 2
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56901 lb
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Maximum load on cylinder 3
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43240 lb
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Compressive strength of cylinder 1
|
4534.2 psi
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Type of fracture pattern of cylinder 1
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2
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Compressive strength of cylinder 2
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4598.5 psi
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Compressive strength of cylinder 3
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3405.5 psi
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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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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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0.99
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Correction factor for cylinder 2
|
0.99
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Correction factor for cylinder 3
|
0.99
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Age of specimen
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21 days
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Age of specimen in hours
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no data
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DIME Test ID: 2024-10-09-12-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/13/2024
Date Tested: 11/12/2024
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
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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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4910 psi
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Maximum load on cylinder 1
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67500 lb
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Maximum load on cylinder 2
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62598 lb
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Maximum load on cylinder 3
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58450 lb
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Compressive strength of cylinder 1
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5208.8 psi
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Type of fracture pattern of cylinder 1
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3
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Compressive strength of cylinder 2
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4930.2 psi
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Compressive strength of cylinder 3
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4603.5 psi
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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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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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0.97
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Correction factor for cylinder 2
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0.99
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Correction factor for cylinder 3
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0.99
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Age of specimen
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34 days
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Age of specimen in hours
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no data
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