Sample Record for 2024-11-18-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000293 DEA: 041X3204 EFIS: 0424000308
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-38.58
Work Description: Construct soldier pile wall, repair east side slide w/ concrete canvass, reconstruct roadway, reconstruct metal beam guardrail, pavement delineation, install structural shotcrete, stain concrete/shotcrete, install cable railing, and install erosions contr
Location Description: Ocean Cove (North) Emergency Wall at Walsh Landing
Contractor Name: O.C. Jones & Sons Inc. (Renan Modesto)
Contractor Address: Unknown
Resident Engineer: Harley Paulo Structure Rep.: Jim Cook
Sample Information
DIME Sample ID: 2024-11-18-1
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: 11/18/2024
Date that the sample was received by the laboratory/organization performing the testing: 11/22/2024
The quantity of what the sample constitutes: 36 CY
A brief description of the sample: Type II/V
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 20-0116
Structure name: Ocean Cove Emergency Wall
The fabricator/manufacturer/facility name: River Ready Forestville
Material Information
The concrete mix design number: 72105003R
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant: Canyon Rock Forestville
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: Pile Cap
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-11-18-1-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 11/25/2024
Date Tested: 11/25/2024
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
|
|
Apparent mass of submerged cylinder 1
|
1 lb
|
|
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)
|
4240 psi
|
|
Maximum load on cylinder 1
|
52730 lb
|
|
Maximum load on cylinder 2
|
53045 lb
|
|
Maximum load on cylinder 3
|
54175 lb
|
|
Compressive strength of cylinder 1
|
4190.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4220.0 psi
|
|
Compressive strength of cylinder 3
|
4310 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
Test 2 of 2
DIME Test ID: 2024-11-18-1-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 12/16/2024
Date Tested: 12/16/2024
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: 3rd sample compressive strength > 7000 psi. equipment capacity is only 7000 psi
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
|
|
Apparent mass of submerged cylinder 1
|
1 lb
|
|
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)
|
6860 psi
|
|
Maximum load on cylinder 1
|
84847 lb
|
|
Maximum load on cylinder 2
|
85727 lb
|
|
Maximum load on cylinder 3
|
87990 lb
|
|
Compressive strength of cylinder 1
|
6750.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
6820.0 psi
|
|
Compressive strength of cylinder 3
|
7000 psi
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
3
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
3rd sample compressive strength > 7000 psi.
|
|
Correction factor for cylinder 1
|
1
|
|
Correction factor for cylinder 2
|
1
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
