Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211411 DEA: 072849U4 EFIS: 0715000267
QA Service Level: 1
DIST-CO-RTE-PM: 07-LA-118-R4.8
Work Description: WIDEN WESTBOUND OFF RAMP TO INCREASE STORAGE
Location Description: LOS ANGELES COUNTY IN LOS ANGELES AT TAMPA AVENUE OFF-RAMP
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE , CORONA CA 92883
Resident Engineer: ALI MOHSENZADEH Structure Rep.: Adriana Pimienta
DIME Sample ID: 2017-02-03-7
TL Number from the TL Form: 170203
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Control
Type of Material: Concrete
Sample Taken Date: 02/03/2017
Date that the sample was received by the laboratory/organization performing the testing: 02/09/2017
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 952-03
Structure unique identifier: RW 9
Structure name: WALL STEM AT STEPD 1to6 AND 11to13
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: NP
The truck number from where the sample was collected: 1484
The batch plant ticket number from where the sample was collected: 2359425
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: CHUTE
Where the material sample would have been placed if not sampled: Unknown
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-02-03-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/17/2017
Date Tested: 02/17/2017
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
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
4030 psi
|
Maximum load on cylinder 1
|
112120 lb
|
Maximum load on cylinder 2
|
115100 lb
|
Compressive strength of cylinder 1
|
3978.7 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4084.5 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
|
no data
|
Age of specimen
|
14 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2017-02-03-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/03/2017
Date Tested: 03/03/2017
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
|
5.99 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
Compressive strength (to nearest 10 psi)
|
4570 psi
|
Maximum load on cylinder 1
|
127270 lb
|
Maximum load on cylinder 2
|
130540 lb
|
Compressive strength of cylinder 1
|
4516.3 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
4632.4 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
|
no data
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|