Sample Record for 2024-03-20-35
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994327 DEA: 081G4704 EFIS: 0816000001
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-74-3.1/53.5
Work Description: STRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location Description: RIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
Contractor Name: BEADOR CONSTRUCTION COMPANY, INC.
Contractor Address: 26320 LESTER CIRCLE;, CORONA CA 92883
Resident Engineer: Mike A Bergevin Structure Rep.: Arnel Vega
Sample Information
DIME Sample ID: 2024-03-20-35
TL Number from the TL Form: 1063-1
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: 03/20/2024
Date that the sample was received by the laboratory/organization performing the testing: 03/21/2024
The quantity of what the sample constitutes: 8
A brief description of the sample: CONCRETE CYLINDERS
From where was the sample collected: Job Site
Laboratory sample identification: 1063-1
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: ROBERTSONS
Material Information
The concrete mix design number: RRM24029
The truck number from where the sample was collected: 2
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: STRAWBERRY CREEK BRIDGE DECK VOIDED SLAB
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: 2024-03-20-35-1
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
Verified Date: 05/06/2024
Date Tested: 03/27/2024
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: 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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.18 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
3070 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.99 in
|
|
Compressive strength of cylinder 1
|
3046.1 psi
|
|
Compressive strength of cylinder 2
|
3088.9 psi
|
|
Maximum load on cylinder 1
|
85840 lb
|
|
Maximum load on cylinder 2
|
87045 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
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
|
7 days
|
Test 2 of 3
DIME Test ID: 2024-03-20-35-2
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
Verified Date: 05/06/2024
Date Tested: 04/03/2024
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: 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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
28.09 in^2
|
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
|
Compressive strength (to nearest 10 psi)
|
4090 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.98 in
|
|
Compressive strength of cylinder 1
|
4077.7 psi
|
|
Compressive strength of cylinder 2
|
4104.7 psi
|
|
Maximum load on cylinder 1
|
114910 lb
|
|
Maximum load on cylinder 2
|
115300 lb
|
|
Type of fracture pattern of cylinder 1
|
2
|
|
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
|
1
|
|
Age of specimen
|
14 days
|
Test 3 of 3
DIME Test ID: 2024-03-20-35-3
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C617 - Sulfur Mortar Cap
Verified Date: 05/06/2024
Date Tested: 04/17/2024
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: 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
|
28.18 in^2
|
|
Cross sectional area of cylinder 2
|
27.99 in^2
|
|
Capped in accordance with?
|
ASTM C617 - Sulfur Mortar Cap
|
|
Compressive strength (to nearest 10 psi)
|
5160 psi
|
|
Average diameter of cylinder 1
|
5.99 in
|
|
Average diameter of cylinder 2
|
5.97 in
|
|
Compressive strength of cylinder 1
|
5139.5 psi
|
|
Compressive strength of cylinder 2
|
5174.3 psi
|
|
Maximum load on cylinder 1
|
144830 lb
|
|
Maximum load on cylinder 2
|
144830 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
|
28 days
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-03-20-35-4 | ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens | 03/21/2024 | 05/15/2024 | Matthew Clayton | CT D08 - Fontana Southern Regional Laboratory | | |
99313
