Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001211 DEA: 031N2104 EFIS: 0324000318
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-O Street-23.3 / 23.4
Work Description:
Location Description:
Contractor Name: Golden State Bridge
Contractor Address: 2990 Bay Vista Court, Benicia, CA 94510
Resident Engineer: Jony Tji Structure Rep.: Brent Bullard
DIME Sample ID: 2025-08-29-7
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3665 - Sacramento
Sample Organization Contact: (916) 768-8293
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 08/29/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2025
The quantity of what the sample constitutes: 6 - 4x8 Cylinders
A brief description of the sample: Quikcrete 60 lb Bag Mixed
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Quikrete
The concrete mix design number: 1101-60
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: NA
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Sample collected from mixer.
Where the material sample would have been placed if not sampled: Headwall
From Lot No.:
Bag Lot No.:
DIME Test ID: 2025-08-29-7-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/15/2025
Date Tested: 09/26/2025
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)
|
5440 psi
|
|
Maximum load on cylinder 1
|
68520 lb
|
|
Maximum load on cylinder 2
|
67720 lb
|
|
Maximum load on cylinder 3
|
68730 lb
|
|
Compressive strength of cylinder 1
|
5450.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5390.0 psi
|
|
Compressive strength of cylinder 3
|
5470 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
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
DIME Test ID: 2025-08-29-7-4
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 10/15/2025
Date Tested: 10/10/2025
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)
|
5630 psi
|
|
Maximum load on cylinder 1
|
71680 lb
|
|
Maximum load on cylinder 2
|
70070 lb
|
|
Maximum load on cylinder 3
|
70730 lb
|
|
Compressive strength of cylinder 1
|
5700.0 psi
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Compressive strength of cylinder 2
|
5570.0 psi
|
|
Compressive strength of cylinder 3
|
5630 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
|
42 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
