Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212363 DEA: 07333404 EFIS: 0716000306
QA Service Level: 1
DIST-CO-RTE-PM: 07---
Work Description:
Location Description:
Contractor Name: C. A. RASMUSSEN, INC.
Contractor Address: 28548 LIVINGSTON AVENUE, VALENCIA CA 91355
Resident Engineer: James Riley Structure Rep.: Frank Lotfi
DIME Sample ID: 2018-03-06-14
TL Number from the TL Form: 1
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 03/06/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/05/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 977-1
Structure unique identifier: SHORING WALL PILES NUMBER 2 TO 14 EVEN
Structure name: SHORING WALL PILES NUMBER 2 TO 14 EVEN
The fabricator/manufacturer/facility name: Associate Ready Mix
The concrete mix design number: 55336
The truck number from where the sample was collected: 1
The batch plant ticket number from where the sample was collected: 5818187
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: OXNARD PLANT
A detailed description of where the material sample was collected: SHORING WALL PILES NUMBER 2 TO 14 EVEN
Where the material sample would have been placed if not sampled: SHORING WALL PILES NUMBER 2 TO 14 EVEN
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-03-06-14-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/05/2018
Date Tested: 04/05/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 C617/CTM521
|
Average diameter of cylinder 1
|
5.99 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
3260 psi
|
Maximum load on cylinder 1
|
92810 lb
|
Maximum load on cylinder 2
|
91110 lb
|
Compressive strength of cylinder 1
|
3293.5 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3222.9 psi
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
30 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2018-03-06-14-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/17/2018
Date Tested: 04/17/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
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 C617/CTM521
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
3770 psi
|
Maximum load on cylinder 1
|
106630 lb
|
Maximum load on cylinder 2
|
106160 lb
|
Compressive strength of cylinder 1
|
3771.8 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3767.2 psi
|
Type of fracture pattern of cylinder 2
|
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
|
Age of specimen
|
42 days
|
Age of specimen in hours
|
no data
|