Summary for Test 2021-07-08-35-1
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 | 07/08/2021 | Sample Unique Key | 35 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | 07/08/2021 |
| Sample type | Quality Control | A brief description of the sample | 4 x 8 concrete core |
| The quantity of what the sample constitutes | 25 CY | From where was the sample collected | Fabricator |
| First name of sampler or witnessed by | Mauril | Last name of sampler or witnessed by | Mariano |
| Title of sampler | Quality Control Engineer | Telephone number of sampler | |
| Laboratory sample identification | Linked DIME Sample ID | 2021-06-02-31 | |
| 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 Core | Detail description | 3 concrete cores taken from piles number 15 representing the north end of the 14 inch pile line cast on June 2nd 2021 |
|---|---|---|---|
| Structure names | 14 Inch Square Pile for US 50 Intermodal Improvement | Type of material | Concrete |
Test Details
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DIME Sample ID: 2021-07-08-35
DIME Test ID: 2021-07-08-35-1
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: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Aaron Kidd
Date of test: 07/15/2021
Average diameter of cylinder 1: 4.02 in
Average diameter of cylinder 2: 4.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 4.01 in
Maximum load on cylinder 1: 97120 lb
Maximum load on cylinder 2: 94270 lb
Maximum load on cylinder 3: 94270 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
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: 43 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 12.69 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Cross sectional area of cylinder 3: 12.63 in^2
Compressive strength (to nearest 10 psi): 7530 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/21/2021 ✔