Sample Record for 2024-02-15-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 994191 DEA: 081G8304 EFIS: 0816000079
QA Service Level: 1
DIST-CO-RTE-PM: 08-SBD-40-R100.8/R101.8
Work Description: HMA, STRUCTURAL CONC, BAR REINFORCING STEEL, CRSP & IMPORTED BORROW.
Location Description: SAN BERNARDINO COUNTY AT ESSEX FROM 1.1 MILES EAST OF ESSEX ROAD OVERCROSSING TO 0.5 MILE EAST OF HALFWAY HILLS WASH BRIDGE
Contractor Name: SKANSKA USA CIVIL WEST CALIFORNIA DISTRICT INC.
Contractor Address: 1995 Agua Mansa Rd, Riverside, CA 92509
Resident Engineer: Anthony Doan Structure Rep.: Jegbefume Adodo
Sample Information
DIME Sample ID: 2024-02-15-38
TL Number from the TL Form: 081G830420240215
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: 02/15/2024
Date that the sample was received by the laboratory/organization performing the testing: 02/23/2024
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: 1053-215
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Robertsons
Material Information
The concrete mix design number: 1629128
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: 48185322
Concrete batch plant: CEMEX
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: HALFWAY HILLS WASH BRIDGE RIGHT EB, Bent 4, stopped at bulkhead 0.25 span, 6th load, sample 1
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: 2024-02-15-38-1
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: 03/20/2024
Date Tested: 02/29/2024
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.63 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)
|
3770 psi
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.01 in
|
Compressive strength of cylinder 1
|
3833.7 psi
|
Compressive strength of cylinder 2
|
3822.6 psi
|
Average diameter of cylinder 3
|
4.01 in
|
Compressive strength of cylinder 3
|
3664.3 psi
|
Maximum load on cylinder 1
|
48420 lb
|
Maximum load on cylinder 2
|
48280 lb
|
Maximum load on cylinder 3
|
46280 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 2 of 2
DIME Test ID: 2024-02-15-38-2
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: 03/20/2024
Date Tested: 03/14/2024
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
|
3
|
Test performed
|
With no density determined
|
Cross sectional area of cylinder 1
|
12.63 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 C1231 - Unbonded Elastomeric Pad Cap
|
Compressive strength (to nearest 10 psi)
|
5010 psi
|
Average diameter of cylinder 1
|
4.01 in
|
Average diameter of cylinder 2
|
4.01 in
|
Compressive strength of cylinder 1
|
4997.6 psi
|
Compressive strength of cylinder 2
|
5023.8 psi
|
Average diameter of cylinder 3
|
4.01 in
|
Compressive strength of cylinder 3
|
5008.7 psi
|
Maximum load on cylinder 1
|
63120 lb
|
Maximum load on cylinder 2
|
63450 lb
|
Maximum load on cylinder 3
|
63260 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
|
28 days
|