Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211797 DEA: 080G8424 EFIS: 0814000184
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-R107.3
Work Description: UPGRADE EXISTING SAFETY ROADSIDE REST AREAS (SRRA)
Location Description: SAN BERNARDINO COUNTY ABOUT 30 MILES EAST OF BARSTOW AT C.V. KANE SAFETY ROADSIDE REST AREA
Contractor Name: HAL HAYS CONSTRUCTION INC.
Contractor Address: 4181 Latham St., Riverside, CA 92501
Resident Engineer: Khoa Nguyen Structure Rep.: Leonard J Romero
DIME Sample ID: 2017-06-28-5
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 Control
Type of Material: Concrete
Sample Taken Date: 06/28/2017
Date that the sample was received by the laboratory/organization performing the testing: 07/03/2017
The quantity of what the sample constitutes: 6
A brief description of the sample: 6X12
From where was the sample collected: Job Site
Laboratory sample identification: 961-01
Structure unique identifier: C V KANE SAFETY ROADSIDE REST AREA
Structure name: COMFORT STATION FOOTINGS
The fabricator/manufacturer/facility name: ROBERTSONS
The concrete mix design number: SM400B34
The truck number from where the sample was collected: 1192
The batch plant ticket number from where the sample was collected: 2671339
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: 2017-06-28-5-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/05/2017
Date Tested: 07/05/2017
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
|
6.02 in
|
Average diameter of cylinder 2
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
3870 psi
|
Maximum load on cylinder 1
|
109590 lb
|
Maximum load on cylinder 2
|
110720 lb
|
Compressive strength of cylinder 1
|
3850.7 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3890.4 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
|
7 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2017-06-28-5-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/13/2017
Date Tested: 07/12/2017
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
|
6.04 in
|
Average diameter of cylinder 2
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.65 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
4510 psi
|
Maximum load on cylinder 1
|
130220 lb
|
Maximum load on cylinder 2
|
127090 lb
|
Compressive strength of cylinder 1
|
4545.2 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
4465.6 psi
|
Type of fracture pattern of cylinder 2
|
1
|
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: 2017-06-28-5-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/26/2017
Date Tested: 07/26/2017
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
|
6.01 in
|
Average diameter of cylinder 2
|
6.03 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.56 in^2
|
Compressive strength (to nearest 10 psi)
|
5030 psi
|
Maximum load on cylinder 1
|
143500 lb
|
Maximum load on cylinder 2
|
143050 lb
|
Compressive strength of cylinder 1
|
5058.2 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5008.8 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
|
no data
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
no data
|