Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001037 DEA: 043X0804 EFIS: 0425000188
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-7.21
Work Description:
Location Description:
Contractor Name: Ghilotti Construction Company Inc
Contractor Address: 246 Ghilotti Ave,, Santa rosa, CA 95407
Resident Engineer: Harley Paulo Structure Rep.: Nick Abuhamdieh
DIME Sample ID: 2025-06-11-40
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Santa Rosa
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/11/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2025
The quantity of what the sample constitutes: 10 CY
A brief description of the sample: Concrete for Drainage Inlet
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Superior Supplies
The concrete mix design number: 6PFCR
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 310420
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-06-11-40-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/10/2025
Date Tested: 07/09/2025
Submitted By Organization: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
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
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|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
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ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
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|
Cross sectional area of cylinder 1
|
12.57 in^2
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|
Cross sectional area of cylinder 2
|
12.57 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)
|
7510 psi
|
|
Maximum load on cylinder 1
|
94610 lb
|
|
Maximum load on cylinder 2
|
93320 lb
|
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Maximum load on cylinder 3
|
95170 lb
|
|
Compressive strength of cylinder 1
|
7526.7 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
7424.0 psi
|
|
Compressive strength of cylinder 3
|
7571.2 psi
|
|
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)
|
no data
|
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Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
|
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Correction factor for cylinder 3
|
1
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Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2025-06-11-40-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/30/2025
Date Tested: 06/25/2025
Submitted By Organization: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
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
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
6840 psi
|
|
Maximum load on cylinder 1
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84800 lb
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Maximum load on cylinder 2
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85340 lb
|
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Maximum load on cylinder 3
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87780 lb
|
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Compressive strength of cylinder 1
|
6746.2 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6789.2 psi
|
|
Compressive strength of cylinder 3
|
6983.3 psi
|
|
Type of fracture pattern of cylinder 2
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3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
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no data
|
|
Correction factor for cylinder 1
|
1
|
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Correction factor for cylinder 2
|
1
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Correction factor for cylinder 3
|
1
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Age of specimen
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14 days
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|
Age of specimen in hours
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no data
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