Summary for Test 2021-01-30-3-1
Test performed: ASTM C39-17aProject 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 | 01/30/2021 | Sample Unique Key | 3 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 02/02/2021 | Sample type | Quality Assurance |
| A brief description of the sample | CONCRETE CYLINDERS | The quantity of what the sample constitutes | 6 CYLINDERS |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | PAUL |
| Last name of sampler or witnessed by | PASTORA | Title of sampler | RMA |
| Telephone number of sampler | Laboratory sample identification | 999-130 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Short Load Concrete Inc | |
| Transportation Laboratory (TL) Number | 999-130 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-30-RAM |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 14 |
| Concrete batch plant | VOLUMETRIC TRUCK | The fabricator/manufacturer designation for the sample | |
| A detailed description of where the material sample was collected | SITE | Where the material sample would have been placed if not sampled | I15 CONNECTOR ON THE 60EB FWY STA 1745 TO 1113 |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-01-30-3
DIME Test ID: 2021-01-30-3-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-03-04
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Jose Guzman
Date of test: 02/06/2021
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.01 in
Average diameter of cylinder 3: 6.00 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 6.02 in
Average diameter of cylinder 6: 6.00 in
Maximum load on cylinder 1: 25290 lb
Maximum load on cylinder 2: 23000 lb
Maximum load on cylinder 3: 27730 lb
Maximum load on cylinder 4: 26710 lb
Maximum load on cylinder 5: 26480 lb
Maximum load on cylinder 6: 27290 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 4
Type of fracture pattern of cylinder 4: 2
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 2
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
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.37 in^2
Cross sectional area of cylinder 3: 28.27 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Cross sectional area of cylinder 6: 28.27 in^2
Compressive strength of cylinder 1: 894.6 psi
Compressive strength of cylinder 2: 810.7 psi
Compressive strength of cylinder 3: 980.9 psi
Compressive strength of cylinder 4: 947.8 psi
Compressive strength of cylinder 5: 930.4 psi
Compressive strength of cylinder 6: 965.3 psi
Compressive strength (to nearest 10 psi): 920 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 3/4/2021 ✔