Summary for Test 2021-04-23-7-1
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 213746 DEA: 080Q75U4 EFIS: 0817000114 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD,RIV-60-R4.6/R9.9, R0.0/12.2 |
| Award Date | 04/18/2019 |
| Closeout Date | 06/28/2022 |
| Work Description | REPLACEMENT OF TWO OUTSIDE LANES AND CONCRETE SLABS |
| Location Description | Not set |
| QA Service Level | 1 (Verified on 06/17/2019) |
Sample Information
| Sample Taken Date | 04/23/2021 | Sample Unique Key | 7 |
|---|---|---|---|
| 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 | 04/26/2021 |
| Sample type | Quality Assurance | A brief description of the sample | concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | Ivan | Last name of sampler or witnessed by | Lopez |
| Title of sampler | Telephone number of sampler | ||
| Laboratory sample identification | 999-423 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | SLC | 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 | CTS 30 RAM |
|---|---|---|---|
| The truck number from where the sample was collected | 14 | The batch plant ticket number from where the sample was collected | NA |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | Grove off ramp lane 2 and wb route 60 and eb route 60 | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-04-23-7
DIME Test ID: 2021-04-23-7-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-04-30
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 04/30/2021
Average diameter of cylinder 1: 6.01 in
Average diameter of cylinder 2: 6.01 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 6.01 in
Average diameter of cylinder 6: 6.01 in
Maximum load on cylinder 1: 38105 lb
Maximum load on cylinder 2: 38055 lb
Maximum load on cylinder 3: 38075 lb
Maximum load on cylinder 4: 37430 lb
Maximum load on cylinder 5: 38910 lb
Maximum load on cylinder 6: 39310 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: 7 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.37 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.37 in^2
Cross sectional area of cylinder 6: 28.37 in^2
Compressive strength of cylinder 1: 1343.1 psi
Compressive strength of cylinder 2: 1341.4 psi
Compressive strength of cylinder 3: 1337.8 psi
Compressive strength of cylinder 4: 1319.4 psi
Compressive strength of cylinder 5: 1371.5 psi
Compressive strength of cylinder 6: 1385.6 psi
Compressive strength (to nearest 10 psi): 1350 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 4/30/2021 ✔