Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 210569 DEA: 083555V4 EFIS: 0814000086
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-42.5/46.0
Work Description: WIDEN I-15, RECONSTRUCT 3 IC'S, CONSTRUCT 2 NEW BR AND WIDEN 3 BR.
Location Description: SAN BERNARDINO COUNTY IN VICTORVILLE FROM 0.5 MILE NORTH OF MOJAVE DRIVE TO 1.5 MILE NORTH OF STODDARD WELLS ROAD OVERCROSSING
Contractor Name: Ames Construction
Contractor Address: 2000 AMES DRIVE, BURNSVILLE, MN 55306
Resident Engineer: Taghreed Al-Khateeb Structure Rep.: Ravinder Singh
DIME Sample ID: 2018-08-13-10
TL Number from the TL Form: 20180813
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: 08/13/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/14/2018
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: 934-0813
Structure unique identifier: MOJAVE RIVER BRIDGE WIDEN
Structure name: MOJAVE RIVER BRIDGE WIDEN
The fabricator/manufacturer/facility name: agon inc ore grande
The concrete mix design number: SITI72A
The truck number from where the sample was collected: na
The batch plant ticket number from where the sample was collected: 842602
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: AMES CONSTRUCTION
A detailed description of where the material sample was collected: load 2
Where the material sample would have been placed if not sampled: MOJAVE RIVER BRIDGE WIDEN
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2018-08-13-10-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/24/2018
Date Tested: 08/23/2018
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
|
6.01 in
|
Average diameter of cylinder 2
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
3760 psi
|
Maximum load on cylinder 1
|
105290 lb
|
Maximum load on cylinder 2
|
108020 lb
|
Compressive strength of cylinder 1
|
3711.3 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3807.5 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
|
10 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2018-08-13-10-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/10/2018
Date Tested: 09/10/2018
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
|
6.01 in
|
Average diameter of cylinder 2
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
4970 psi
|
Maximum load on cylinder 1
|
136230 lb
|
Maximum load on cylinder 2
|
145990 lb
|
Compressive strength of cylinder 1
|
4801.9 psi
|
Type of fracture pattern of cylinder 1
|
4
|
Compressive strength of cylinder 2
|
5129.7 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
|
28 days
|
Age of specimen in hours
|
no data
|