Sample Record for 2023-06-07-21
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993715 DEA: 010G1404 EFIS: 0116000129
QA Service Level: 1
DIST-CO-RTE-PM: 01-HUM-96,169-VAR
Work Description: HUM 96-169 5 Bridges Rail Upgrade (Do not include in project name: STRUCTURAL STEEL, CONCRETE BARRIER, POLYESTER CONCRETE OVERLAY)
Location Description: HUMBOLDT COUNTY ON ROUTES 96 AND 169 AT VARIOUS LOCATIONS (Bridge Nos. 04-0215, 04-0059, 04-0063, 04-0225, 04-0061)
Contractor Name: Steelhead Constructors JV
Contractor Address: P.O. Box 536, Palo Cedro, CA 96073
Resident Engineer: Efren Banuelos Structure Rep.: Laura Cangas
Sample Information
DIME Sample ID: 2023-06-07-21
TL Number from the TL Form:
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 06/07/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/08/2023
The quantity of what the sample constitutes: 10 Cylinders
A brief description of the sample: PCC 4"x8" Cylinder
From where was the sample collected: Job Site
Laboratory sample identification: C0159
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Mercer Fraser Willow Crk
Material Information
The concrete mix design number: MFWCCL2SLAG
The truck number from where the sample was collected: unknown
The batch plant ticket number from where the sample was collected: unknown
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: truck chute
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 4
DIME Test ID: 2023-06-07-21-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/14/2023
Date Tested: 06/14/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 7 day 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 C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
Compressive strength (to nearest 10 psi)
|
1720 psi
|
Maximum load on cylinder 1
|
21630 lb
|
Maximum load on cylinder 2
|
21620 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
|
7 days
|
Age of specimen in hours
|
0 hours
|
Test 2 of 4
DIME Test ID: 2023-06-07-21-2
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/21/2023
Date Tested: 06/21/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 14 day 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 C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
Compressive strength (to nearest 10 psi)
|
2700 psi
|
Maximum load on cylinder 1
|
32270 lb
|
Maximum load on cylinder 2
|
35640 lb
|
Type of fracture pattern of cylinder 1
|
5
|
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
|
14 days
|
Age of specimen in hours
|
0 hours
|
Test 3 of 4
DIME Test ID: 2023-06-07-21-3
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 06/28/2023
Date Tested: 06/28/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 21 day 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 C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
Compressive strength (to nearest 10 psi)
|
3360 psi
|
Maximum load on cylinder 1
|
41280 lb
|
Maximum load on cylinder 2
|
43170 lb
|
Type of fracture pattern of cylinder 1
|
5
|
Type of fracture pattern of cylinder 2
|
5
|
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
|
21 days
|
Age of specimen in hours
|
0 hours
|
Test 4 of 4
DIME Test ID: 2023-06-07-21-4
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 07/05/2023
Date Tested: 07/05/2023
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test: 28 day test
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
US Units
|
Number of specimens
|
4
|
Test performed
|
With no density determined
|
Capped in accordance with?
|
ASTM C1231 - Unbonded Elastomeric Pad Cap
|
Average diameter of cylinder 1
|
4.00 in
|
Average diameter of cylinder 2
|
4.00 in
|
Average diameter of cylinder 3
|
4.00 in
|
Average diameter of cylinder 4
|
4.00 in
|
Cross sectional area of cylinder 1
|
12.6 in^2
|
Cross sectional area of cylinder 2
|
12.6 in^2
|
Cross sectional area of cylinder 3
|
12.6 in^2
|
Cross sectional area of cylinder 4
|
12.6 in^2
|
Compressive strength (to nearest 10 psi)
|
3690 psi
|
Maximum load on cylinder 1
|
45700 lb
|
Maximum load on cylinder 2
|
47100 lb
|
Maximum load on cylinder 3
|
45580 lb
|
Maximum load on cylinder 4
|
47390 lb
|
Type of fracture pattern of cylinder 1
|
4
|
Type of fracture pattern of cylinder 2
|
5
|
Type of fracture pattern of cylinder 3
|
1
|
Type of fracture pattern of cylinder 4
|
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
|
Correction factor for cylinder 4
|
1
|
Age of specimen
|
28 days
|
Age of specimen in hours
|
0 hours
|