Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001232 DEA: 032H4514 EFIS: 0324000171 MINOR: 03A3872
QA Service Level: 1
DIST-CO-RTE-PM: 03-YOL-505-R10.6/0.0
Work Description: Seismic Retrofit at Putah Creek Bridge
Location Description: Construction On State Highway In Solano and Yolo Counties near Winters at Putah Creek Bridge.
Contractor Name: TPA CONSTRUCTION INC.
Contractor Address: 1770 Booth Road, Roseville, CA 95747
Resident Engineer: Luis Pompa Structure Rep.: Brent Bullard
DIME Sample ID: 2025-08-27-75
TL Number from the TL Form: 25-145
Sample Submitted By Organization: Atlas - Oakland
Sample Organization Contact: (510) 434-3018
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/12/2025
The quantity of what the sample constitutes: 6 concrete 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: Shotcrete
The concrete mix design number: R80138E1
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: Unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Truck 6325 Load 1
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-08-27-75-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/29/2025
Date Tested: 09/24/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured.
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
|
no data0 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)
|
8270 psi
|
|
Maximum load on cylinder 1
|
103480 lb
|
|
Maximum load on cylinder 2
|
104920 lb
|
|
Maximum load on cylinder 3
|
103270 lb
|
|
Compressive strength of cylinder 1
|
8230.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
8350.0 psi
|
|
Compressive strength of cylinder 3
|
8220 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
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-27-75-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/10/2025
Date Tested: 10/08/2025
Submitted By Organization: Atlas - Oakland
Organization Address: 534 23rd Avenue,
Organization City: Oakland
Organization State: CA
Organization Zipcode: 94606
Organization Email: guillermo.baltazar@oneatlas.com
Organization Phone: (510) 434-3018
General Comments for this Test: Apparent mass not measured.
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 C617 - Sulfur Mortar Cap
|
|
Apparent mass of submerged cylinder 1
|
no data0 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)
|
8740 psi
|
|
Maximum load on cylinder 1
|
109160 lb
|
|
Maximum load on cylinder 2
|
110160 lb
|
|
Maximum load on cylinder 3
|
110230 lb
|
|
Compressive strength of cylinder 1
|
8680.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
8760.0 psi
|
|
Compressive strength of cylinder 3
|
8770 psi
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
2
|
|
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
|
42 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
