Summary for Test 2015-06-09-6-1
Test performed: CTM 521-November 2014Project Information
| Project Identifiers | Project ID: 209950 DEA: 080N56U4 EFIS: 0813000176 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-40-R94.7/R99.7 |
| Award Date | 01/22/2015 |
| Closeout Date | 09/17/2018 |
| Work Description | BRIDGE REPLACEMENTS. |
| Location Description | SAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE |
| QA Service Level | 1 (Verified on 04/29/2015) |
Sample Information
| Sample Taken Date | 06/09/2015 | Sample Unique Key | 6 |
|---|---|---|---|
| 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 | 06/10/2015 |
| Sample type | Preliminary | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 5 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | TOM | Last name of sampler or witnessed by | SINH |
| Title of sampler | TE | Telephone number of sampler | Unknown |
| Laboratory sample identification | 907-03 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | JOB | Transportation Laboratory (TL) Number | 003 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | TRIAL BATCH 3 |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | NP |
|---|---|---|---|
| The truck number from where the sample was collected | NP | The batch plant ticket number from where the sample was collected | NP |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | TUMBLE TRUCK | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-06-09-6
DIME Test ID: 2015-06-09-6-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: CTM 521-November 2014: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2015-07-07
Test Results
Unit system used?: US Units
Number of specimens: 5
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/07/2015
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Average diameter of cylinder 3: 6.02 in
Average diameter of cylinder 4: 6.02 in
Average diameter of cylinder 5: 6.02 in
Maximum load on cylinder 1: 141180 lb
Maximum load on cylinder 2: 141350 lb
Maximum load on cylinder 3: 137140 lb
Maximum load on cylinder 4: 148910 lb
Maximum load on cylinder 5: 140840 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 3
Type of fracture pattern of cylinder 3: 3
Type of fracture pattern of cylinder 4: 4
Type of fracture pattern of cylinder 5: 3
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Cross sectional area of cylinder 3: 28.46 in^2
Cross sectional area of cylinder 4: 28.46 in^2
Cross sectional area of cylinder 5: 28.46 in^2
Compressive strength of cylinder 1: 4960.6 psi
Compressive strength of cylinder 2: 4966.6 psi
Compressive strength of cylinder 3: 4818.7 psi
Compressive strength of cylinder 4: 5232.3 psi
Compressive strength of cylinder 5: 4948.7 psi
Compressive strength (to nearest 10 psi): 4990 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 7/7/2015 ✔