Summary for Test 2020-12-18-3-2
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 214873 DEA: 010F3104 EFIS: 0115000108 |
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DIST-CO-RTE-PM | 01-DN-101-39.8 |
Award Date | 05/28/2020 |
Closeout Date | 10/07/2022 |
Work Description | REMOVE REINFORCED CONCRETE BOX CULVERT AND CONSTRUCT BRIDGE. |
Location Description | DEL NORTE COUNTY NEAR SMITH RIVER AT DOMINIE CREEK |
QA Service Level | 1 (Verified on 06/04/2020) |
Sample Information
Sample Taken Date | 12/18/2020 | Sample Unique Key | 3 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 12/21/2020 |
Sample type | Quality Assurance | A brief description of the sample | 3x6 UHPC Cylinders |
The quantity of what the sample constitutes | 16 Cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Lafarge | Last name of sampler or witnessed by | Representative |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | McCullough Construction Inc | Transportation Laboratory (TL) Number | 926080 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Concrete | The concrete mix design number | MMX |
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The truck number from where the sample was collected | 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 | UHPC Mock-Up | Where the material sample would have been placed if not sampled | |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2020-12-18-3
DIME Test ID: 2020-12-18-3-2
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2020-12-24
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mike Mullins
Date of test: 12/24/2020
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 3.01 in
Average diameter of cylinder 2: 3.01 in
Average diameter of cylinder 3: 3.00 in
Average diameter of cylinder 4: 2.99 in
Average diameter of cylinder 5: 3.02 in
Maximum load on cylinder 1: 120739 lb
Maximum load on cylinder 2: 118646 lb
Maximum load on cylinder 3: 128053 lb
Maximum load on cylinder 4: 124773 lb
Maximum load on cylinder 5: 124098 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 1
Type of fracture pattern of cylinder 5: 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
Correction factor for cylinder 3: 1
Correction factor for cylinder 4: 1
Correction factor for cylinder 5: 1
Age of specimen: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 7.12 in^2
Cross sectional area of cylinder 2: 7.12 in^2
Cross sectional area of cylinder 3: 7.07 in^2
Cross sectional area of cylinder 4: 7.02 in^2
Cross sectional area of cylinder 5: 7.16 in^2
Compressive strength of cylinder 1: 16957.7 psi
Compressive strength of cylinder 2: 16663.8 psi
Compressive strength of cylinder 3: 18112.2 psi
Compressive strength of cylinder 4: 17773.9 psi
Compressive strength of cylinder 5: 17332.1 psi
Compressive strength (to nearest 10 psi): 17370 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/24/2020 ✔