Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000285 DEA: 042Q4604 EFIS: 0419000015
QA Service Level: 1
DIST-CO-RTE-PM: 04-SF-101-0.8,3.4
Work Description: BRIDGE RAIL REPLACEMENT.
Location Description: THE CITY AND COUNTY OF SAN FRANCISCO AT THIRD STREET UNDERCROSSING AND AT TWENTY THIRD STREET OVERCROSSING.
Contractor Name: DISNEY CONSTRUCTION, INC.
Contractor Address: 533 Airport Blvd, Suite 120, Burlingame, CA 94010
Resident Engineer: Charles Koos Structure Rep.: Unknown
DIME Sample ID: 2025-06-04-36
TL Number from the TL Form:
Sample Submitted By Organization: Quality Assurance Engineering, Inc dba Consolidated Engineering Laboratories
Sample Organization Contact: (510) 436-7626
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/04/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/04/2025
The quantity of what the sample constitutes: 4 cylinders ( 2 sets of 2 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: Disney
The concrete mix design number: 1521431
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 1521431
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: COLLECTED AT JOBSITE
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-06-04-36-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 06/11/2025
Date Tested: 06/11/2025
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
4710 psi
|
|
Maximum load on cylinder 1
|
58881 lb
|
|
Maximum load on cylinder 2
|
59547 lb
|
|
Compressive strength of cylinder 1
|
4680.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
4740.0 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
|
Age of specimen
|
7 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-06-04-36-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/03/2025
Date Tested: 07/02/2025
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
|
2
|
|
Test performed
|
With no density determined
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Apparent mass of submerged cylinder 1
|
9 lb
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Compressive strength (to nearest 10 psi)
|
5990 psi
|
|
Maximum load on cylinder 1
|
75150 lb
|
|
Maximum load on cylinder 2
|
75331 lb
|
|
Compressive strength of cylinder 1
|
5980.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5990.0 psi
|
|
Type of fracture pattern of cylinder 2
|
5
|
|
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
|
|
Age of specimen
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
