Summary for Test 2015-06-09-6-1

Test performed: CTM 521-November 2014

Project Information

Project IdentifiersProject ID: 209950
DEA: 080N56U4
EFIS: 0813000176
DIST-CO-RTE-PM08-SBD-40-R94.7/R99.7
Award Date01/22/2015
Closeout Date09/17/2018
Work DescriptionBRIDGE REPLACEMENTS.
Location DescriptionSAN BERNARDINO COUNTY NEAR ESSEX AT HALLER WASH BRIDGE AT ROJO WASH BRIDGE AND AT CLIPPER VALLEY WASH BRIDGE
QA Service Level1 (Verified on 04/29/2015)

Sample Information

Sample Taken Date06/09/2015 Sample Unique Key6
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 testing06/10/2015
Sample typePreliminary A brief description of the sample6X12
The quantity of what the sample constitutes5 From where was the sample collectedJob Site
First name of sampler or witnessed byTOM Last name of sampler or witnessed bySINH
Title of samplerTE Telephone number of samplerUnknown
Laboratory sample identification907-03 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameJOB Transportation Laboratory (TL) Number003
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierTRIAL BATCH 3
Structure nameUnknown

Material Information

Material TypeConcrete The concrete mix design numberNP
The truck number from where the sample was collectedNP The batch plant ticket number from where the sample was collectedNP
Concrete batch plantUnknown The fabricator/manufacturer designation for the sampleUnknown
A detailed description of where the material sample was collectedTUMBLE TRUCK Where the material sample would have been placed if not sampledUnknown
From Lot No.Not set Bag Lot No.Not set

Test Details

DIME Sample ID: 2015-06-09-6
DIME Test ID: 2015-06-09-6-1
Testing Lab: CT - 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