Summary for Test 2022-12-08-6-1

Test performed: CTM 521-June 2020

Project Information

Project IdentifiersProject ID: 214993
DEA: 051F5004
EFIS: 0514000003
DIST-CO-RTE-PM05-SB-101,135-70.6/71.2;0.1
Award Date11/17/2020
Closeout Date01/11/2024
Work DescriptionCONSTRUCT CONCRETE BRIDGE, BRIDGE REMOVAL, COLD PLANE, PLACE HMA.
Location DescriptionSANTA BARBARA COUNTY AT LOS ALAMOS ON ROUTE 101 FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF ROUTE 101/135 SEPARATION AND ON ROUTE 135 AT ROUTE 101/135 SEPARATION
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date12/08/2022 Sample Unique Key6
Date that the sample was received by the laboratory/organization performing the testing12/09/2022 Sample typeDepartment Acceptance
A brief description of the sampleBridge Deck Concrete The quantity of what the sample constitutes300 cu yds
From where was the sample collectedJob Site First name of sampler or witnessed byIsaac
Last name of sampler or witnessed byGleffe Title of samplerARET
Telephone number of sampler18053191237 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalportland/Donaven
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number675RHS1260
The truck number from where the sample was collected The batch plant ticket number from where the sample was collectedNA
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collectedDischarge from concrete truck into wheelbarrow Where the material sample would have been placed if not sampledbridge deck
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2022-12-08-6
DIME Test ID: 2022-12-08-6-1
Testing Lab: CT D05 - Santa Maria Field Laboratory
Test Method: CTM 521-June 2020: Method of Test for Compressive Strength of Molded Concrete Cylinders
Test Release Date: 2022-12-15

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Calculated
Tester's full name: Isaac Gleffe
Date of test: 12/15/2022
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 3.98 in
Maximum load on cylinder 1: 44476 lb
Maximum load on cylinder 2: 45902 lb
Maximum load on cylinder 3: 47125 lb
Type of fracture pattern of cylinder 1: 4
Type of fracture pattern of cylinder 2: 4
Type of fracture pattern of cylinder 3: 4
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 0.00
Correction factor for cylinder 2: 0.00
Correction factor for cylinder 3: 0.00
Age of specimen: 7 days
Age of specimen in hours: 168 hours
Cross sectional area of cylinder 1: 12.54 in^2
Cross sectional area of cylinder 2: 12.55 in^2
Cross sectional area of cylinder 3: 12.45 in^2
Compressive strength (to nearest 10 psi): 3670 psi
General comments (publicly viewable) (Max 1000 characters): deck pour: 7-day bk

Test was verified on 12/15/2022 ✔