Sample Record for 2017-08-18-9
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 210696 DEA: 080M2804 EFIS: 0800000472
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-15-171.8/173.8
Work Description: BRIDGE REPLACEMENT AND WIDEN, CONC AND HMA PVMT, COLD PLANE AC PVMT.
Location Description: In SBD County
Contractor Name: M.C.M. CONSTRUCTION, INC. - Dan Shaw
Contractor Address: P.O. Box 620, North Highlands, CA 95660
Resident Engineer: John Santos Structure Rep.: Faisal Zahlout
Sample Information
DIME Sample ID: 2017-08-18-9
TL Number from the TL Form: 009
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: 08/18/2017
Date that the sample was received by the laboratory/organization performing the testing: 08/25/2017
The quantity of what the sample constitutes: 14
A brief description of the sample: 6x12
From where was the sample collected: Job Site
Laboratory sample identification: 942-009
Structure unique identifier: 541308l
Structure name: CENDA DITCH BRIDGE
The fabricator/manufacturer/facility name: CALPORTLAND
Material Information
The concrete mix design number: P40AF0233SRA
The truck number from where the sample was collected: 8145
The batch plant ticket number from where the sample was collected: s513039
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: TRUCK
Where the material sample would have been placed if not sampled: CENDA DITCH BRIDGE 541308l stage 2 bridge deck
From Lot No.: Unknown
Bag Lot No.: Unknown
Test Results
Test 1 of 6
DIME Test ID: 2017-08-18-9-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/25/2017
Date Tested: 08/25/2017
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
|
6.00 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)
|
2830 psi
|
Maximum load on cylinder 1
|
1 lb
|
Maximum load on cylinder 2
|
78980 lb
|
Compressive strength of cylinder 1
|
2873.0 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
2793.8 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
|
7 days
|
Age of specimen in hours
|
no data
|
Test 2 of 6
DIME Test ID: 2017-08-18-9-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/28/2017
Date Tested: 08/28/2017
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
|
6.02 in
|
Cross sectional area of cylinder 1
|
28.18 in^2
|
Cross sectional area of cylinder 2
|
28.46 in^2
|
Compressive strength (to nearest 10 psi)
|
3060 psi
|
Maximum load on cylinder 1
|
88040 lb
|
Maximum load on cylinder 2
|
85520 lb
|
Compressive strength of cylinder 1
|
3124.2 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3004.9 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
|
10 days
|
Age of specimen in hours
|
no data
|
Test 3 of 6
DIME Test ID: 2017-08-18-9-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/11/2017
Date Tested: 09/08/2017
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
|
6.00 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)
|
3520 psi
|
Maximum load on cylinder 1
|
99380 lb
|
Maximum load on cylinder 2
|
99860 lb
|
Compressive strength of cylinder 1
|
3515.4 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3532.4 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
|
21 days
|
Age of specimen in hours
|
no data
|
Test 4 of 6
DIME Test ID: 2017-08-18-9-4
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/15/2017
Date Tested: 09/15/2017
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
|
6.00 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)
|
3640 psi
|
Maximum load on cylinder 1
|
102970 lb
|
Maximum load on cylinder 2
|
102810 lb
|
Compressive strength of cylinder 1
|
3642.4 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
3636.7 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
|
Test 5 of 6
DIME Test ID: 2017-08-18-9-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/01/2017
Date Tested: 09/01/2017
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
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
3170 psi
|
Maximum load on cylinder 1
|
89185 lb
|
Maximum load on cylinder 2
|
90090 lb
|
Compressive strength of cylinder 1
|
3143.6 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
3186.8 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
|
Test 6 of 6
DIME Test ID: 2017-08-18-9-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/05/2017
Date Tested: 09/05/2017
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
|
6.01 in
|
Average diameter of cylinder 2
|
6.00 in
|
Cross sectional area of cylinder 1
|
28.37 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Compressive strength (to nearest 10 psi)
|
3400 psi
|
Maximum load on cylinder 1
|
95330 lb
|
Maximum load on cylinder 2
|
97040 lb
|
Compressive strength of cylinder 1
|
3360.2 psi
|
Type of fracture pattern of cylinder 1
|
1
|
Compressive strength of cylinder 2
|
3432.6 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
|
18 days
|
Age of specimen in hours
|
no data
|