Summary for Test 2021-06-14-47-3
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 |
|---|---|
| DIST-CO-RTE-PM | 03-SAC-50-L0.2/R6.1 |
| Award Date | 06/30/2020 |
| Closeout Date | Not set |
| Work Description | Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC |
| Location Description | FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE |
| QA Service Level | 1 (Verified on 10/23/2019) |
Sample Information
| Sample Taken Date | 06/14/2021 | Sample Unique Key | 47 |
|---|---|---|---|
| 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 | 06/15/2021 |
| Sample type | Quality Control | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 39.5 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Tim | Last name of sampler or witnessed by | Jellinghausen |
| Title of sampler | QC Inspector Technician | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | ||
| The fabricator/manufacturer/facility name | KIE-CON, INC | Transportation Laboratory (TL) Number | |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | CTP70-V41 |
|---|---|---|---|
| The truck number from where the sample was collected | The batch plant ticket number from where the sample was collected | 110602 | |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | 3N 6/14/21 | |
| A detailed description of where the material sample was collected | Concrete sample from wheelbarrow | Where the material sample would have been placed if not sampled | 14 Inch Square Pile |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-06-14-47
DIME Test ID: 2021-06-14-47-3
Testing Lab: Kie-Con, Incorporated - Antioch
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-07-21
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Stephen Haynes
Date of test: 07/13/2021
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 6.00 in
Average diameter of cylinder 5: 6.00 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 177040 lb
Maximum load on cylinder 2: 204820 lb
Maximum load on cylinder 3: 179310 lb
Maximum load on cylinder 4: 199210 lb
Maximum load on cylinder 5: 180670 lb
Maximum load on cylinder 6: 203740 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
Type of fracture pattern of cylinder 6: 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
Correction factor for cylinder 6: 1
Age of specimen: 29 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.27 in^2
Cross sectional area of cylinder 5: 28.27 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength (to nearest 10 psi): 6750 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2021 ✔