Sample Record for 2024-06-13-60
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 995061 DEA: 081J9104 EFIS: 0818000135
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-10,15,60,62,91,etc.-Var
Work Description: MODIFYING CMS SYSTEMS, SIGN FOUNDATION AND SIGN STRUCTURE.
Location Description: RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: POWELL CONSTRUCTORS, INC.
Contractor Address: Unknown
Resident Engineer: George Salloum Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-06-13-60
TL Number from the TL Form: 1067-613
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: 06/13/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/14/2024
The quantity of what the sample constitutes: 11
A brief description of the sample: 4x8
From where was the sample collected: Job Site
Laboratory sample identification: 1067-613
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: 1610974
The truck number from where the sample was collected: 10070472
The batch plant ticket number from where the sample was collected: 42859304
Concrete batch plant: CEMEX FONTANA
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: 0.1 n/o Central Ave
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 3
DIME Test ID: 2024-06-13-60-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap Cured in accordance with ASTM C511
Verified Date: 07/17/2024
Date Tested: 06/20/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.63 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.57 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3940 psi
|
|
Average diameter of cylinder 1
|
4.01 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
|
3890.7 psi
|
|
Compressive strength of cylinder 2
|
4105.0 psi
|
|
Average diameter of cylinder 3
|
4.00 in
|
|
Compressive strength of cylinder 3
|
3829 psi
|
|
Maximum load on cylinder 1
|
49140 lb
|
|
Maximum load on cylinder 2
|
51600 lb
|
|
Maximum load on cylinder 3
|
48130 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
7 days
|
Test 2 of 3
DIME Test ID: 2024-06-13-60-2
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 07/17/2024
Date Tested: 06/27/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.69 in^2
|
|
Cross sectional area of cylinder 2
|
12.63 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
5120 psi
|
|
Average diameter of cylinder 1
|
4.02 in
|
|
Average diameter of cylinder 2
|
4.01 in
|
|
Compressive strength of cylinder 1
|
5025.2 psi
|
|
Compressive strength of cylinder 2
|
5005.5 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
5342 psi
|
|
Maximum load on cylinder 1
|
63770 lb
|
|
Maximum load on cylinder 2
|
63220 lb
|
|
Maximum load on cylinder 3
|
67470 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
Type of fracture pattern of cylinder 2
|
2
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
14 days
|
Test 3 of 3
DIME Test ID: 2024-06-13-60-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap Cured in accordance with ASTM C511
Verified Date: 07/11/2024
Date Tested: 07/11/2024
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: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
Test performed
|
With no density determined
|
|
Cross sectional area of cylinder 1
|
12.57 in^2
|
|
Cross sectional area of cylinder 2
|
12.57 in^2
|
|
Cross sectional area of cylinder 3
|
12.63 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
5810 psi
|
|
Average diameter of cylinder 1
|
4.00 in
|
|
Average diameter of cylinder 2
|
4.00 in
|
|
Compressive strength of cylinder 1
|
5724.7 psi
|
|
Compressive strength of cylinder 2
|
5916.5 psi
|
|
Average diameter of cylinder 3
|
4.01 in
|
|
Compressive strength of cylinder 3
|
5779.1 psi
|
|
Maximum load on cylinder 1
|
71960 lb
|
|
Maximum load on cylinder 2
|
74370 lb
|
|
Maximum load on cylinder 3
|
72990 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
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
|
|
Correction factor for cylinder 3
|
1
|
|
Age of specimen
|
28 days
|
