Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 211765 DEA: 081G8504 EFIS: 0816000096 MINOR: 08A2744
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-83-R0.2/R1.7
Work Description: Construct two (2) gates for Chino Creek Flood Control
Location Description: San Bernadino Country Emergency Project - Construct two (2) gates for Chino Creek Flood Control
Contractor Name: ALCORN FENCE COMPANY
Contractor Address: 6445 Pedley Rd, Riverside, CA 92509
Resident Engineer: Nick Truong Structure Rep.: Hien Vu
DIME Sample ID: 2017-03-17-7
TL Number from the TL Form: 20170321
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: 03/17/2017
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2017
The quantity of what the sample constitutes: 12
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 956-21
Structure unique identifier: Unknown
Structure name: Unknown
The fabricator/manufacturer/facility name: robertsons
The concrete mix design number: sc675b39
The truck number from where the sample was collected: 1049
The batch plant ticket number from where the sample was collected: 2557657
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: Unknown
A detailed description of where the material sample was collected: site
Where the material sample would have been placed if not sampled: CIDH 1A 1B 2A 2B 2C 2D
From Lot No.: Unknown
Bag Lot No.: Unknown
DIME Test ID: 2017-03-17-7-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/22/2017
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
|
6.01 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)
|
3020 psi
|
Maximum load on cylinder 1
|
82870 lb
|
Maximum load on cylinder 2
|
88480 lb
|
Compressive strength of cylinder 1
|
2921.0 psi
|
Type of fracture pattern of cylinder 1
|
3
|
Compressive strength of cylinder 2
|
3118.8 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
|
no data
|
Age of specimen
|
5 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2017-03-17-7-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/24/2017
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
|
6.01 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)
|
3550 psi
|
Maximum load on cylinder 1
|
100730 lb
|
Maximum load on cylinder 2
|
100800 lb
|
Compressive strength of cylinder 1
|
3550.6 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3553.0 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: 2017-03-17-7-3
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 03/28/2017
Date Tested: 03/27/2017
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)
|
3780 psi
|
Maximum load on cylinder 1
|
107150 lb
|
Maximum load on cylinder 2
|
106780 lb
|
Compressive strength of cylinder 1
|
3776.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
3777.1 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
|
10 days
|
Age of specimen in hours
|
no data
|
DIME Test ID: 2017-03-17-7-4
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617/CTM521
Verified Date: 04/11/2017
Date Tested: 04/03/2017
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
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.27 in^2
|
Capped in accordance with?
|
ASTM C617/CTM521
|
Compressive strength (to nearest 10 psi)
|
4180 psi
|
Average diameter of cylinder 1
|
6.02 in
|
Average diameter of cylinder 2
|
6.00 in
|
Compressive strength of cylinder 1
|
4110.0 psi
|
Compressive strength of cylinder 2
|
4256.1 psi
|
Maximum load on cylinder 1
|
116970 lb
|
Maximum load on cylinder 2
|
120320 lb
|
Type of fracture pattern of cylinder 1
|
2
|
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
|
17 days
|
DIME Test ID: 2017-03-17-7-5
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/14/2017
Date Tested: 04/14/2017
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
|
6.01 in
|
Cross sectional area of cylinder 1
|
28.46 in^2
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
Compressive strength (to nearest 10 psi)
|
4720 psi
|
Maximum load on cylinder 1
|
134670 lb
|
Maximum load on cylinder 2
|
133490 lb
|
Compressive strength of cylinder 1
|
4731.9 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
4705.3 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
|
DIME Test ID: 2017-03-17-7-6
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/28/2017
Date Tested: 04/28/2017
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
|
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)
|
5640 psi
|
Maximum load on cylinder 1
|
159070 lb
|
Maximum load on cylinder 2
|
160930 lb
|
Compressive strength of cylinder 1
|
5607.0 psi
|
Type of fracture pattern of cylinder 1
|
2
|
Compressive strength of cylinder 2
|
5672.5 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
|
42 days
|
Age of specimen in hours
|
no data
|