Sample Record for 2020-02-13-12
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214159 DEA: 081J4104 EFIS: 0818000040
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-71-R4.7
Work Description: WIDEN RAMP & RIGHT TURN LANE WITH HMA AND MODIFY ELECTRICAL SYSTEM.
Location Description: SAN BERNARDINO COUNTY IN CHINO HILLS AT SOQUEL CANYON PARKWAY SOUTHBOUND EXIT RAMP
Contractor Name: Riverside Construction Company, Inc.
Contractor Address: P.O.Box 1146, Riverside, CA 92502
Resident Engineer: Dominic Ehirim Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-02-13-12
TL Number from the TL Form: 200066
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: 02/13/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/18/2020
The quantity of what the sample constitutes: 13 CY
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1008-66
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: SC590B38
The truck number from where the sample was collected: 5082194
The batch plant ticket number from where the sample was collected: VARIOUS
Concrete batch plant: ROBERTSONS
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: HOPPER
Where the material sample would have been placed if not sampled: Ret Wall Stem
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 3
DIME Test ID: 2020-02-13-12-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 02/18/2020
Date Tested: 02/18/2020
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)
|
2410 psi
|
Maximum load on cylinder 1
|
65340 lb
|
Maximum load on cylinder 2
|
70580 lb
|
Compressive strength of cylinder 1
|
2318.7 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
2504.6 psi
|
Type of fracture pattern of cylinder 2
|
4
|
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
|
5 days
|
Age of specimen in hours
|
no data
|
Test 2 of 3
DIME Test ID: 2020-02-13-12-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 02/24/2020
Date Tested: 02/24/2020
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
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
2940 psi
|
Average diameter of cylinder 1
|
6.00 in
|
Average diameter of cylinder 2
|
6.02 in
|
Compressive strength of cylinder 1
|
2987.6 psi
|
Compressive strength of cylinder 2
|
2885.1 psi
|
Maximum load on cylinder 1
|
84460 lb
|
Maximum load on cylinder 2
|
82110 lb
|
Type of fracture pattern of cylinder 1
|
1
|
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
|
1
|
Age of specimen
|
11 days
|
Test 3 of 3
DIME Test ID: 2020-02-13-12-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/12/2020
Date Tested: 03/12/2020
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
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.27 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
3950 psi
|
Maximum load on cylinder 1
|
114600 lb
|
Maximum load on cylinder 2
|
108920 lb
|
Compressive strength of cylinder 1
|
4053.8 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
3852.8 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
|
28 days
|
Age of specimen in hours
|
no data
|