Sample Record for 2024-07-31-47
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993529 DEA: 11430514 EFIS: 1119000008
QA Service Level: 1
DIST-CO-RTE-PM: 11-SD-15-R31.3/R37.1
Work Description: CRCP, FIBER OPTIC CABLE, AND HMA.
Location Description: SAN DIEGO COUNTY IN AND NEAR ESCONDIDO FROM 0.2 MILE SOUTH OF ROUTE 15/78 SEPARATION TO 0.5 MILE NORTH OF DEER SPRINGS ROAD OVERCROSSING
Contractor Name: Security Paving Company, Inc.
Contractor Address: 13170 Telfair Ave, Sylmar, CA 91342
Resident Engineer: Jason Alsheikh Structure Rep.: Tan Cao
Sample Information
DIME Sample ID: 2024-07-31-47
TL Number from the TL Form: 1055-S31
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: 07/31/2024
Date that the sample was received by the laboratory/organization performing the testing: 08/02/2024
The quantity of what the sample constitutes: 6
A brief description of the sample: Concrete Cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 1055-S31
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Cemex
Material Information
The concrete mix design number: G3-23-PCC-363HE
The truck number from where the sample was collected: Not Provided
The batch plant ticket number from where the sample was collected: Not Provided
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Not Provided
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 2
DIME Test ID: 2024-07-31-47-1
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: 08/29/2024
Date Tested: 08/28/2024
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
|
28.27 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4830 psi
|
|
Average diameter of cylinder 1
|
6.00 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
4924.7 psi
|
|
Compressive strength of cylinder 2
|
4745.9 psi
|
|
Average diameter of cylinder 3
|
6.01 in
|
|
Compressive strength of cylinder 3
|
4811.9 psi
|
|
Maximum load on cylinder 1
|
139220 lb
|
|
Maximum load on cylinder 2
|
134640 lb
|
|
Maximum load on cylinder 3
|
136515 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
|
28 days
|
Test 2 of 2
DIME Test ID: 2024-07-31-47-2
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: 09/11/2024
Date Tested: 09/11/2024
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
|
28.46 in^2
|
|
Cross sectional area of cylinder 2
|
28.37 in^2
|
|
Cross sectional area of cylinder 3
|
28.37 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
5200 psi
|
|
Average diameter of cylinder 1
|
6.02 in
|
|
Average diameter of cylinder 2
|
6.01 in
|
|
Compressive strength of cylinder 1
|
5153.5 psi
|
|
Compressive strength of cylinder 2
|
5253.1 psi
|
|
Average diameter of cylinder 3
|
6.01 in
|
|
Compressive strength of cylinder 3
|
5185.8 psi
|
|
Maximum load on cylinder 1
|
146670 lb
|
|
Maximum load on cylinder 2
|
149030 lb
|
|
Maximum load on cylinder 3
|
147120 lb
|
|
Type of fracture pattern of cylinder 1
|
1
|
|
Type of fracture pattern of cylinder 2
|
1
|
|
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
|
42 days
|
