Sample Record for 2023-08-04-48
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: 2023-08-04-48
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: 08/04/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/05/2023
The quantity of what the sample constitutes: 3 4x8 cylinders
A brief description of the sample: Type II/V Cement
From where was the sample collected: Job Site
Laboratory sample identification: C0166
Structure unique identifier: 12-04-0215
Structure name: Rube Creek Bridge
The fabricator/manufacturer/facility name: Mercer Fraser Willow Creek Plant
Material Information
The concrete mix design number: MFWCBRDKSLAG
The truck number from where the sample was collected: 684
The batch plant ticket number from where the sample was collected: WC01370
Concrete batch plant: Willow Creek Mercer Fraser Plant
The fabricator/manufacturer designation for the sample: Plant
A detailed description of where the material sample was collected: CHUTE FROM TRUCK
Where the material sample would have been placed if not sampled: Overhang Deck
From Lot No.:
Bag Lot No.:
Test Results
Test 1 of 1
DIME Test ID: 2023-08-04-48-1
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Verified Date: 09/01/2023
Date Tested: 09/01/2023
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 break
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
US Units
|
|
Number of specimens
|
3
|
|
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
|
|
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
|
|
Compressive strength (to nearest 10 psi)
|
5830 psi
|
|
Maximum load on cylinder 1
|
73960 lb
|
|
Maximum load on cylinder 2
|
73710 lb
|
|
Maximum load on cylinder 3
|
72360 lb
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Type of fracture pattern of cylinder 2
|
3
|
|
Type of fracture pattern of cylinder 3
|
5
|
|
Comment on any defect in either specimen or caps (Max 250 Characters)
|
no data
|
|
Correction factor for cylinder 1
|
1.00
|
|
Correction factor for cylinder 2
|
1.00
|
|
Correction factor for cylinder 3
|
1.00
|
|
Age of specimen
|
28 days
|
|
Age of specimen in hours
|
no data0 hours
|
